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Note Submitted :Sir,
Sub:- Construction of Class Room- Detailed Estimate - Technical Sanction - Rs 128.81 Lakhs - Reg.
Ref :-
******* *******
Description
Living rooms with sit-out 25 6.22 x 3.65 567.58
Bath rooms with WCs 161.38 x
2.3151.00
1 2.38 x 1.51 3.59
Kitchen with Store 1 6.10 x 5.08 30.99
Dining Hall 1 6.10 x 6.10 37.21
(a). Office Room & Kitchen 1 6.10 x 3.65 22.27
(b). Bed Room 1 3.55 x 3.76 13.35
1 6.10 x 3.05 18.61
Recreation Room 1 6.10 x 3.05 18.61Security Room 1 3.05 x 3.05 9.30
Generator Room 1 3.05 x 3.05 9.30
1 2.43 x 3.65 8.87790.68
1. GO Rt No. 345 dated 06-07-2012 of School Education (SE-PROG 1) Dept, Andhra Pradesh, Hyd,
2. Lr. No: AE1/SE/APEWIDC/HYD/MS-GH/WGL, Dtd 18.9.2012 of the Superintending Engineer, APEWIDC.
The Principal Secratary to Government, Education(SE-PROG.I) Dept., Government of Andhra Pradesh, Hyderabad have accorded Administrative Sanction for Construction of (355) Girls hostel Buildings in the premises of Model Schools through G.O.Rt. No. 345, Dated 06-07-2012 with a unit cost of Rs. 1.288 Crores in various Places in Andhra Pradesh, includingConstruction of Class Room
The Funding Pattern is : 90% of the capital cost will be borne by the Central Government and the balance 10 % will be provided by the State Government. While planning and designing the building and other infrastructure for the model school attached Girls hostel buildings all standard norms were adopted thous altogether 32 rooms are to be constructed with following provisions:
No of Rooms
RoomSize
Area in Sqm
Bath rooms with WCs for differently able students
Wardens room - cum- Office
Mini Library-cum- Reading Room
Medical Check-up -Cum- Visitors Room
The total plinth area of the builidng including walls & circulation area is arrived as 1097.00 Sqmt are 11803.00 Sft.
The Detailed Estimate is prepared with the following common provisions:
1. Earth work excavation in all types of soils for open foundations
2.
3. P.C.C (1:4:8) prop: nominal mix for foundations for columns.
4.
5. Random Rubble Stone masonry in CM(1:8) prop, for basement.
6. Filling with useful available excavated earth in trenches, sides of foundations and for basement filling.
7. Flush pointing to RRS masonry in CM (1:3) for basement.
1.
2. Providing HYSD bars Fe 415 for all diameters more than 6mm for VRCC & RCC work.
3. Providing Mild Steel Fe 250 for 6mm bars for VRCC & RCC work.
4.
5.
6.
7.
8.
9.
10.
11.
Civil works include construction of security room , Generator room, compound wall and gate, septic tank, drinking water facilities, electrification including fixtures. This estimate is prepared adopting the type design communicated . The total plinth area is 1117.14 Sft
Vide reference 2nd cited the Superintending Engineer has submitted the detailed estimate duly adopting the type design.
A) Foundations and Sub-Structure:
SBC is adopted @200KN/SQMT as per recommendation of the Superintending Engineer based on field inspection.
P.C.C (1:5:10) prop: nominal mix for levelling course in foundations and as bed concrete for flooring.
VRCC M 20 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for Footings, Pedestals, Plinth beams and Columns up to plinth level.
B) Superstructure:
VRCC M 20 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for Columns, Roof Beams, Roof Slabs.
P.C.C (1:3:6) prop: nominal mix for Bed Blocks and Hold Fasts.
RCC (1:2:4) prop. Nominal mix using 12mm HBG machine crushed graded metal for Lintels, 50mm thick platforms.
RCC M 25 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for sun shades, 7.5cm thick at fixed end and 5.0 cm thick at free end, of any width as per approved plan.PCC M20 grade Design Mix ( by weigh batching), using 20mm HBG machine crushed graded metal for steps .
Brick masonry in CM(1:8) prop. using 2nd class traditional bricks for Superstructure.
Reinforced Brick masonry 115mm thick in CM(1:4) prop. using 2nd class traditional bricks for Partition walls.
Plastering 12 mm thick in two coats, base coat 8mm thick in CM(1:6) and top coat 4mm thick in CM(1:4) for even face of walls.
Plastering 20 mm thick in two coats, base coat 16mm thick in CM(1:6) and top coat 4mm thick in CM(1:4) for uneven face of walls.
12. Ornamental Plastering to ceiling, 12 mm thick in single coat in CM(1:4).
13.
14.
15.
16.
17. Dadooing to walls with coloured glazed tiles 1st. quality of size not less than 300mm x 200mm.
18. Flooring with 15 to 18mm thick high polished granite stone slabs of blue colour.
19.
20.
21. Painting to wood work, flush shutters with luppam finish.22. Painting two coats with synthetic enamel paint 1st grade to new iron work.
23.
24.
25.
26. #REF!
27. #REF!
28. NCL or Equivalent Eco 3000 Series Windows with Galvalume Corrugated sheet with
i) Centre fixed both side openable shutter (1500 mm x 1350mm ) (W1) ii) Double shutter 900 mm x 1350 mm outer frame (W3).
29.
AMENITIES:
Providing impervious coat over RCC roof slab, in side of septic tank to required slopes with CM (1:3) prop. 20 mm thick (average) mixed with water proofing compound.
Flooring with Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick over already laid C.C. bed or R.C.C. roof slabs.
Flooring with Ceramic non-skid tiles of 7.3 mm thick 1st. quality of any shade set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab.
Providing Skirting to internal walls to 12.5 cm height with Rough Kadapa slabs of minimum 40 mm thick, size not less than (0.457 x 457M) slabs 15mm to 18mm thick.
Whiting to new walls and ceiling in two coats with Birla white or equavalent quality for internal walls.
Painting with Plastic emulsion grade -1 paint to exterior faces of new walls with 3 coats of approved make shade and colour.
Supply and Fixing of Door with Double leaf shutter, Door Size 2.00x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including all fixtures.
Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including all fixtures.
Supply and Fixing of Door with Double leaf shutter, Door Size 1.00x2.13 mtrs with Sal Wood Frame of sections size 75mm x 100mm with Flush Door Shutters Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including all fixtures.
Supply and fixing of MS Ventilators with sections made of MS angles of 25mm X 25mm X 3mm and 10mm X 10mm square rods ( Sizes: 1200 mm x 450 mm & 900 mm x 450 mm).
1.
2.
DATAS & RATES:
The Superintending Engineer has submitted the sub-estimate for Water supply and Sanitary Arrangements as per the requirements based on approved plan and the same may be allowed.
The Superintending Engineer has submitted the sub-estimate for Internal Electrification as per the requirements based on approved plan and the same may be allowed.
The Data of all the items are adopted as per the Revised Standard Data Part-III (Buildings) and the rates are worked out based on current SSR i.e Building SSR 2011-2012. Cement and Steel rates are adopted as approved by the committee of the Chief Engineers for the month of August 2012.
SPECIFICATIONS:
Quarries:
Overhead Charges & Contractor’s Profit:
VAT:
The SE has proposed following other provisions in the estimate
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The SE has proposed following Lumpsum provisions in the estimate
The estimate is submitted for according technical sanction.
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The Standard specifications as per APSS are adopted and the work will be carried out true to the relevant standard specification of APSS and as per the agreement conditions.
The Superintending Engineer has proposed 25 % on labour charges towards Municipal area allowence and necessaey certificate is enclosed in the lead chart, hence the same may be allowed on the responsibilty of the SE, APEWIDC Guntur
14% towards overhead charges and contractor’s profit put together has been proposed by the SE APEWIDC Guntur in the estimates which is as per the Revised Standard Data - Part-III (Buildings), ordered by the Government of A.P vide G.O.Ms.No.49, IRRIGATION & CAD (PW-REFORMS) DEPARTMENT Dated: 2-3-2009, for adoption by all Engineering /Public Works Departments and other organizations. Hence the same may be allowed.
Lump sum amounts at the rate of 5% towards VAT has been added in the Abstracts of all the estimates by the SE APEWIDC,Guntur, which is as per the Revised Standard Data - Part-III (Buildings), and the same will be allowed at 5% of ECV.
The Estimate is scrutinized and here-with put up for kind perusal and for according technical sanction for Rs128.81 Lakhs. The Draft 'Bill of Quantites' and BID document is also here-with put for kind perusal and approval.
AE/AEE Dy. EE EE SE CE
Estimate
Name of the Work
Estimate Cost Rs. 128.81 Lakhs
Section : Badangi
Sub-Division : Vizianagaram
Division : Vizianagaram
Circle : Guntur
A.P.E.& W.I.D.C: Engineering Department
Construction of MLA Quarter in Kothagudem in Khammam district
SPECIFICATION REPORT
Estimated cost Rs. 128.81 Lakhs.
Name of work: Construction of Class Room
Authority:
Living Rooms with sitout &drying space : 25 nosLibrary cumReading room : 1 nos
Recreation room : 1 nos
Medical checkup Room : 1 nosKitchen : 1 no.Dining hall : 1 no.Residential accomdation for warden : 1 no.Security room : 1 no.Generator room : 1 no.Office Room : 1 no.Toilets with bath : 16 no.Toilets for specially need students : 1 no.
The Principal Secratary to Government, Education(SE-PROG.I) Dept., Government of
Andhra Pradesh, Hyderabad have accorded Administrative Sanction for Construction of
(355) Girls Hostels attached to Model Schools vide G.O.Rt. No. 345, Dated 06-07-2012
with a unit cost of Rs. 1.288 Crores in various Places in Andhra Pradesh,
includingConstruction of Class Room, with a funding pattern of 90% of Central Share and
10% of State Share
While planning and designing the building and other infrastructure for the model schools specification as stipulated by GOI, specified norms are adopted. A Model Plan is preprared as per the scheme norms of Girls Hostel. The hostel is proposed to accommodate 100 students in G+1 with following accommadation.
As per the Girls hostel norms, altogether, 34 rooms are to be constructed as follows:
The estimate is prepared dully adopting the type design prepared by the APEWIDC and approved by the Govt. of India. The required accomdation is propoaed in Ground floor and first floor
Provisions:
The Detailed Estimates are prepared with the following common provisions:
1. Earth work excavation in all types of soils for open foundations
2.
3. P.C.C (1:4:8) prop: nominal mix for foundations for columns.
4.
5. Random Rubble Stone masonry in CM(1:8) prop, for basement.
6.
7. Flush pointing to RRS masonry in CM (1:3) for basement.
1.
2.
3. Providing Mild Steel Fe 250 for 6mm bars for VRCC & RCC work.
4. P.C.C (1:3:6) prop: nominal mix for Bed Blocks and Hold Fasts.
5.
Civil works include construction of security room , Generator room, compound wall and gate, septic tank, drinking water facilities, electrification including fixtures. This estimate is prepared adopting the type design communicated . The total plinth area is 1117.14 Sft
A) Foundations and Sub-Structure:SBC is adopted @200KN/SQMT as per recommendation of the Superintending Engineer based on field inspection and sbc report.
P.C.C (1:5:10) prop: nominal mix for levelling course in foundations and as bed concrete for flooring.
VRCC M 20 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for Footings, Pedestals, Plinth beams and Columns up to plinth level.
Filling with useful available excavated earth in trenches, sides of foundations and for basement.
B) Superstructure:
VRCC M 20 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for Columns, Roof Beams, Roof Slabs.
Providing HYSD bars Fe 415 for all diameters more than 6mm for VRCC & RCC work.
RCC (1:2:4) prop. Nominal mix using 12mm HBG machine crushed graded metal for Lintels, 50mm thick platforms.
6.
7.
8.
9.
10.
11.
12. Ornamental Plastering to ceiling, 12 mm thick in single coat in CM(1:4).
13.
14.
15.
16.
17.
18. Flooring with 15 to 18mm thick high polished granite stone slabs of blue colour.
19.
20.
21.
RCC M 25 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for sun shades, 7.5cm thick at fixed end and 5.0 cm thick at free end, of any width as per approved plan .
PCC M20 grade Design Mix ( by weigh batching), using 20mm HBG machine crushed gradedmetal for steps .
Brick masonry in CM(1:8) prop. using 2nd class traditional bricks for Superstructure.
Reinforced Brick masonry 115mm thick in CM(1:4) prop. using 2nd class traditional bricks for Partition walls.
Plastering 12 mm thick in two coats, base coat 8mm thick in CM(1:6) and top coat 4mm thick in CM(1:4) for even face of walls.
Plastering 20 mm thick in two coats, base coat 16mm thick in CM(1:6) and top coat 4mm thick in CM(1:4) for uneven face of walls.
Providing impervious coat over RCC roof slab, in side of septic tank to required slopes with CM (1:3) prop. 20 mm thick (average) mixed with water proofing compound.
Flooring with Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick over already laid C.C. bed or R.C.C. roof slabs.
Flooring with Ceramic non-skid tiles of 7.3 mm thick 1st. quality of any shade set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab.
Providing Skirting to internal walls to 12.5 cm height with Rough Kadapa slabs of minimum 40 mm thick, size not less than (0.457 x 457M) slabs 15mm to 18mm thick.
Dadooing to walls with coloured glazed tiles 1st. quality of size not less than 300mm x 200mm.
Providing Green Chalk Board of size 3.00 x 1.2 mm including border with palstering in CM (1:2) 12 mm thick as base coat and 3 mm thick top coat with cement green oxide powder in (1:1) prop.
Whiting to new walls and ceiling in two coats with Birla white or equavalent quality for internal walls.
Painting with Plastic emulsion grade -1 paint to exterior faces of new walls with 3 coats of approved make shade and colour.
22. Painting to wood work, flush shutters with luppam finish.
23. Painting two coats with synthetic enamel paint 1st grade to new iron work.
24.
25.
26.
27. #REF!
28. #REF!
29.
i) Centre fixed both side openable shutter (1500 mm x 1350mm ) (W1) ii) Double shutter 900 mm x 1350 mm outer frame (W3).
30.
AMENITIES:
1)
2)
Supply and Fixing of Medium Teak Wood Main Door with Double leaf shutter and grilled & Glazed side panel is proposed. Door Size is 4.00x2.13 mtrs with Medium teak wood Frame and Medium teak wood Shutters. Fixtures are of brass metal for elegant look and q
Supply and Fixing of Door with Single leaf shutter, Door Size 1.22x2.13 mtrs with Sal Wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick.
Supply and Fixing of Door with Single leaf shutter, Door Size 1.00x2.13 mtrs with Sal Wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick.
NCL or Equivalent Eco 3000 Series Windows with Galvalume Corrugated sheet with
Supply and fixing of MS Ventilators with sections made of MS angles of 25mm X 25mm X 3mm and 10mm X 10mm square rods ( Sizes: 1200 mm x 450 mm & 900 mm x 450 mm).
Sub-Estimate is prepared for Water supply and Sanitary Arrangements as per the requirements based on approved plan.
Sub-Estimate is prepared for Internal Electrification as per the requirements based on approved plan.
DATAS & RATES:
SPECIFICATIONS:
Quarries:
Overhead Charges & Contractor’s Profit:
LUMP SUM PROVISIONS:
#REF! : #REF!
#REF! : #REF!
#REF! : #REF!
#REF! : #REF!
#REF! : #REF!
#REF! : #REF!
#REF! : #REF!
The Data of all the items are adopted as per the Revised Standard Data Part-III (Buildings) and the rates are worked out based on current SSR i.e Building SSR 2011-2012. Cement and Steel rates are adopted as approved by the Committee of the Chief Engineers for November 2014
The Standard specifications as per APSS are adopted and the work will be carried out true to the relevant standard specification of APSS and as per the agreement conditions.
The nearest leads, quarries are adopted while preparing the Datas, and as per the location of the site 25 % allowance on labour is proposed towards Municipal area allowence
14% towards overhead charges and contractor’s profit put together has been proposed in the estimates which is as per the Revised Standard Data - Part-III (Buildings), ordered by the Government of A.P vide G.O.Ms.No.49, IRRIGATION & CAD (PW-REFORMS) DEPARTMENT Dated: 2-3-2009, for adoption by all Engineering /Public Works Departments and other organizations.
Lump sum amounts at the rate of 5% towards VAT has been added in the Abstracts of all the estimates by the SE APEWIDC,Guntur, which is as per the Revised Standard Data - Part-III (Buildings), and the same will be provided at 5% of ECV.
#REF! : #REF!
#REF! : #REF!
#REF! : #REF!
The estimate is submitted for according technical sanction.
0 PRSD Kothagudem 0
0 0 0
00
SPECIFICATION REPORT
The estimate is prepared with following provisions
1
2
3
4 Lintels
5 Sunshades
6 Roof Beams
7 Roof Slab 115 mm Thick
8 Roof Slab 100 mm Thick
9 Wearing Coat 50 mm Thick
10
11
12
13
14
15 #REF!
16 #REF!
17 #REF!
18 #REF!
The Detailed Estimate is Prepared with Current SSR 2013-14
Eartly Technical Sanction is solicited
Specification Report accompanying the work " Special Repairs to ZPHS in Tekulapalli (V) and Tekulapalli (M) in Khammam District " Was administratively sanctioned for Rs. 12.00Lakhs vide proceedings RC No. 767/C4/2012 Dt: 16.04.2013 by DEO Khammam Maintenance of High schools in Khammama District.
DISMANTLING clearing away and carefully stacking materials useful for reuse. Brick Masonary including Cost and conveyence of all charges for clearing away the debris etc.,
DISMANTLING clearing away and carefully stacking materials useful for reuse old cement plastering including Cost and conveyence of all charges for clearing away the debris etc.,
Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., complete for Lintels
Brick Masonry in superstructure with CM (1:8) prop: using second class bricks of size 23 x 11 x 7 Cm from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials etc., complete for finished item of work.
Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials , etc., for Uneven Surfaces of Brick Wall complete for finished item of work. (APSS 901,903 & 904)
Plain Cement Concrete (1:5:10) proportion (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like etc., complete for finished item of work. (APSS No. 402).
Flooring with Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, etc., complete for finished item of work.(APSS No.703 & 701)
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lapsplicing with binding wire of 18 SWG, etc., complete for finished item of work in all floors. (APSS No.126)
Asst. EngineerTW/ Gundala
Dy. Executive EngineerTW/ SD/Sudimalla
Executive EngineerTW/ Division/Bhadrachalam
Asst. EngineerTW/ Gundala
Dy. Executive EngineerTW/ SD/Sudimalla
Executive EngineerTW/ Division/Bhadrachalam
N.W :: Construction of Tahsil Office Building at Narsapur in Medak District
General Abstract
S.NO Description Amount
Cost of civil works
1 Ground Floor 5,159,285
2 Terrace Floor 400,000
3 Total 5,559,285
4 170,000
5 Internal & External Electrical arrangements LS 350,000
6 Total 6,079,285
7 Provision for Price Escalation,@5% on item 6 303,964
8 Provision for Seigniorage Charges 55,593
9 Provision for VAT@5% on item 6 303,964
10 Centage charges @15.50% 1,045,135
11 Provision for Architectural features 70,000
12 Provision for dismantling old structures LS 500,000
13 Provision for Soil Exploration 20,000
14 Provisioon for Avagahana Sadasu 5,000
15 Provision for QC charges @1% 60,793
16 Add for rounding off 13,819
Grand Total Rs. 8,457,553
( Rupees Eighty Five Lakhs and Seventy Thousand Only )
Water supply and sanitary arrangements-(As per Sub estimate)
Page 17
GOVERNMENT OF TELANGANAPANCHAYAT RAJ ENGINEERING DEPARTMENT
Construction of Class Room
NAME OF THE DISTRICT Khammam
NAME OF THE CIRCLE Khammam
NAME OF THE DIVISION Kothagudem
NAME OF THE SUB. DIV Kothagudem
NAME OF THE SECTION Kothagudem
Estimate Cost Rs. 10.00 Lakhs
SOR 2015-16
Page 18
GENERAL ABSTRACT
Sl. No. Description of item Amount( in Rs )
1Construction of Class Room
630799.00
2 Construction of Toilet Block 315234.00
3 Provision for Water supply and Sanitation at 2% 18921.00
4 Provision for Electrification at 2% 18921.00
5 Total 946033.00
6 Provision for VAT@5% 47302.00
7 Provision for QC charges @0.5% 4730.00
8 LS Amount for unforseen items 1935.00
Grand Total Rs 1,000,000.00
Assistant Engineer Deputy Executive Engineer Executive EngineerPR Kothagudem PR Sub-Division Kothagudem PRI Division Kothagudem
Name of the Work : Construction of Building to English Medium School in Patha Kothagudem in Kothagudem Mandal in Khammam District
Page 19
Page 20
ABSTRACT CUM DETAILED ESTIMATE
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
1
Room columns 1 x 23 2.00 2.00 2.05 188.60
Verandah columns 1 x 9 1.40 1.40 1.65 29.11
Long walls 1 x 3 31.37 0.45 0.45 19.06
Crosswalls 1 x 5 7.28 0.45 0.45 7.37
Verandah cross walls 1 x 5 2.00 0.45 0.45 2.03
246.17 266.15 cum 65518.00
Room columns 1 x 23 2.00 2.00 0.10 9.20
Verandah columns 1 x 9 1.40 1.40 0.10 1.76
10.96 1026.70 cum 11253.00
2
Room columns 1 x 23 2.00 2.00 0.15 13.80
Verandah columns 1 x 9 1.40 1.40 0.15 2.65
Long walls 1 x 3 31.37 0.45 0.15 6.35
Crosswalls 1 x 5 7.28 0.45 0.15 2.46
Verandah cross walls 1 x 5 2.00 0.45 0.15 0.68
25.94 3740.10 cum 97018.00
Name of the Work : Construction of Building to English Medium School in Patha Kothagudem in Kothagudem Mandal in Khammam District
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work for Foundation of Building.(APSS No. 308)
Filling with Sand Cushion under footings with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational & incidental charges, labour charges, seignorage charges, hire and opertaional charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Flooring Bed (APSS No. 402)
Page 21
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
3
a FootingsRoom columns 1 × 23 1.80 1.8 0.500 37.26
Verandah columns 1 × 9 1.20 1.2 0.400 5.18
42.44 8739.25 cum 370894.00
Pedestals
Room columns 1 × 23 0.60 0.75 0.600 6.21
Verandah columns 1 × 9 0.60 0.6 0.450 1.46
7.67 9158.75 cum 70248.00
b Columns Upto GL
Room columns 1 × 23 0.23 0.3 0.400 0.63
Verandah columns 1 × 9 0.23 0.23 0.100 0.05
Columns up to Lintel Level
Room columns 1 × 23 0.23 0.3 2.100 3.33
Verandah columns 1 × 9 0.23 0.23 2.100 1.00
Columns up to Roof Level
Room columns 1 × 23 0.23 0.3 1.200 1.90
Verandah columns 1 × 9 0.23 0.23 0.900 0.43
7.34 ### cum 79645.00
Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1.5:3) prop: nominal mix (Cement: fine aggregate: coarse aggregate using 20mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403)
Page 22
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
c Plinth BeamLong walls 1 x 3 31.15 0.23 0.30 6.45
Crosswalls 1 x 5 7.50 0.23 0.30 2.59
Verandah cross walls 1 x 5 2.00 0.23 0.30 0.69
9.73 ### cum 105489.00
d Breasumer beam
Long beam 1 x 3 31.15 0.23 0.30 6.45
Verandah cross walls 1 x 5 2.30 0.23 0.30 0.79
7.240 ### cum 75014.00
e Lintels
Over Doors 1 × 4 1.50 0.23 0.15 0.207
Over Windows W1 4 × 3 1.80 0.23 0.15 0.745
0.952 ### cum 10563.00
f Sun shades 0.60m Wide
Over Windows W1 4 × 2 1.80 0.6 8.640
Verandah sunshade 1 × 1 32.35 0.6 19.410
Verandah sunshade 1 × 2 2.30 0.6 2.760
30.810 885.95 Sqm 27296.00
g Roof BeamsCross beams 1 × 9 7.96 0.23 0.40 6.591
Long beams 1 × 2 31.15 0.23 0.30 4.299
Verandah cross beams 1 × 5 2.23 0.23 0.23 0.590
11.480 ### cum 118945.00
Page 23
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
h Roof Slab 125 mm thick
1 × 1 31.75 10.79 342.583
### 1245.85 Sqm 426807.00
4
Rooms 1 x 4 7.50 7.50 0.600 135.000
Verandah 1 x 4 7.50 2.00 0.600 36.000
171.00 259.35 cum 44349.00
5
Basement
Long walls 1 × 3 31.15 0.23 0.600 12.896Room cross walls 1 × 5 7.5 0.23 0.600 5.175
Verandah cross walls 1 × 5 2 0.23 0.600 1.380
Upto lintel lavel
Long walls 1 × 3 31.15 0.23 2.100 45.136
Room cross walls 1 × 5 7.5 0.23 2.100 18.113
Deductions
Doors D1 1 × 4 1.2 0.23 2.100 -2.318
Windows W1 4 × 3 1.5 0.23 1.350 -5.589Above Lintel levelLong walls
Long walls 1 × 3 31.15 0.23 0.900 19.344
Room cross walls 1 × 5 7.5 0.23 0.900 7.763
Verandah cross walls 1 × 2 7.5 0.23 0.900 3.105
105.01 5064.80 cum 531829.00
Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
Brick masanory in super structure with CM (1:8) prop. Using second class bricks from approved source having minimum crushing strenght of 40kgs per sqm., including cost & conveyance of all materials like cement,sand, bricks, water etc., to site including scingniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such mixing cement mortar, constructing masanory, scaffolding charges, lift charges, curing etc., complete for finished item of work. APSS No.501 & 504 for panel walls in super structure
Page 24
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
6
15.00
15.00 ### 1mt 655.00
7
Rooms 1 × 4 7.50 7.500 225.000
Verandah 1 × 1 30.69 2.000 61.380
Slab projection 1 × 2 31.75 2.000 127.000
1 × 1 10.19 2.000 20.380
433.76 343.82 Sqm 149134.00
8
In side
Rooms 4 × 4 7.50 3.300 396.000
Verandah 1 × 1 30.69 3.300 101.277
Verandah 1 × 1 30.69 1.200 36.828
Verandah cross walls 1 × 2 2.00 1.200 4.800
Deductions
Doors D1 1 × 4 1.2 2.100 -10.080
Windows W1 4 × 3 1.5 1.350 -24.300
504.53 236.55 Sqm 119345.00
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors
Celing Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Page 25
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
9
Out side walls
Rear wall 1 × 1 31.15 3.300 102.795
Front wall 1 × 1 31.15 1.200 37.380
side walls 1 × 2 7.73 3.30 51.018
side walls 1 × 2 2.23 1.20 5.352
196.55 347.20 Sqm 68240.00
Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall (external) complete for finished item of work. (APSS 901,903 & 904)
Page 26
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
10
Rooms 1 × 4 7.50 7.5 225.000
Verandah 1 × 1 31.15 2.23 69.465
294.47 1648.95 sqm 485558.00
11
Rooms 4 × 4 7.50 0.100 12.000
Verandah 1 × 1 31.15 0.100 3.115
15.12 1648.95 sqm 24924.00
14
Celing plastering Qty 433.76
In side plastering Qty 504.53
938.29 87.83 sqm 82410.00
Supplying and fixing of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) in Single piece with the edges flat nosed and set over a base coat of CM (1:3), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work For raisers (APSS No.701 & 707)
Supplying and fixing of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) in Single piece with the edges flat nosed and set over a base coat of CM (1:8), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work for Treads (APSS No.701 & 707) Skirting
Painting to Internal Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over HI-BOND Wall Putty Super Fine (Water Resistant) or Smooth crack free, water resistant finish plaster Wall strong WP/ Zoritek WP or Equivalentand base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)
Page 27
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
15
Out side plastering Qty 196.55
196.55 177.99 sqm 34982.00
16
Windows W1 4 × 3 1.5 1.350 24.300
Ventilators 4 × 4 0.9 0.600 8.640
32.94 5200.00 sqm 171288.00
Painting to Internal Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over HI-BOND Wall Putty Super Fine (Water Resistant) or Smooth crack free, water resistant finish plaster Wall strong WP/ Zoritek WP or Equivalentand base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)
NCL or equivalent Partitions: Supply and fixing of partitions made of seccolor pre-painted steel (base steel as per IS 513 of 0.58 mm thick ‘D’ quality, galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick alkyd backer. Section for outer frame should be 46x52mm, section for shutter should be 46x46mm, section for mullion should be 46x70mm, section for beading should be 18x25mm and section for middle and bottom rail (Lock Rail and Kick Rail) of size should be 23x130mm. The partition should be paneled with 9mm pre-laminated particle board to a height of 0.91m from the bottom, and remaining height with 5mm thick plain glass With Ethyl Propylene Diamine Monomer (EPDM) Gaskets. The sections are to be cut to length, mitre joined with corner bracket Centre mullions are to be fixed using mullion cap. Gaskets made of Ethyl Propylene Diamine Monomer (EPDM). Corner brackets made of CRCA with zinc phosphate. Mullion caps made of Glass filled nylon. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, and complete for finished item of work.
Page 28
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
17
Doors 1 × 4 4.000
4.00 6851.55 each 27406.00
3198810.00
Assistant Engineer Deputy Executive Engineer(R&B) Executive Engineer PR Kothagudem PRSD Kothagudem PR Division Kothagudem
Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.
WORKING ETSTIMATE FOR SHEDS
S.NO
Item of workAs per Sanctioned Estimate
As per Working Estimate Excess LessAs per Workdone As per Work to be done
Qty Rate per Amount Qty Rate per Amount Qty Rate per Amount
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
PART- A (WORKDONE)
1
### 178.55 cum ### 190.51 178.55 cum 34015.92 - 18656.1
2
41.00 ### cum ### 16.84 3473.85 cum 58496.16 - 83931.8
Name of the Work:CONSTRUCTION OF BNRGSK (MANDALA SAMAKHYA) BUILDING AT GUNDALA (V & M) IN KHAMMAM DISTRICT.
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work for Foundation of Building.(APSS No. 308)
Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Flooring Bed (APSS No. 402)
S.NO
Item of workAs per Sanctioned Estimate
As per Working Estimate Excess LessAs per Workdone As per Work to be done
Qty Rate per Amount Qty Rate per Amount Qty Rate per Amount
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
3
Footings39.00 ### cum ### 29.27 6511.05 cum 190578.43 - 63352.6
Pedestals### cum 0.00 3.54 6511.05 cum 23049.12 23049.1 -
Columns 14.70 7311 cum ### 8.17 7310.65 cum 59729.30 - 47737.7
Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1.5:3) prop: nominal mix (Cement: fine aggregate: coarse aggregate using 20mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403)
S.NO
Item of workAs per Sanctioned Estimate
As per Working Estimate Excess LessAs per Workdone As per Work to be done
Qty Rate per Amount Qty Rate per Amount Qty Rate per Amount
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Plinth Beam
15.20 ### cum ### 12.21 8026.30 cum 98017.18 - 23982.8
Verandah Beam
### ### cum ### 2.094 6675.05 cum 13977.55 - 87817.5
Lintels
2.200 ### cum ### 1.054 7367.30 cum 7765.13 - 8443.87
Sun shades 0.60m Wide
### 528.05 Sqm ### 25.590 528.05 Sqm 13512.80 - 2329.2
Roof Beams
### ### cum ### 14.219 6675.05 cum 94912.54 - 0.46
Roof Slab 125 mm thick
### 790.10 Sqm ### ### 790.10 Sqm 205805.25 183603 -
### 2278 cum ### 38.058 2278.45 cum 86713.25 13803.3 -
### 13.90 cum 3155.00 - 3155
Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615)
Filling with sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited at layer by watering and ramming including all operational, incidental, labour charges, hire charges of T&P etc., complete for finished item of work (APSS No.309 & 310)
S.NO
Item of workAs per Sanctioned Estimate
As per Working Estimate Excess LessAs per Workdone As per Work to be done
Qty Rate per Amount Qty Rate per Amount Qty Rate per Amount
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
5
### 142.70 cum ### 147.25 142.70 cum 21013.15 - 3245.85
6
70.87 ### cum ### 70.87 3546.30 cum 251315.64 - 0.36
8767 50715 1mt ### 8767 50714.8 1mt 444614.12 - -
1603515.54
PART- B (WORK TO BE DONE)
Filling with sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited at layer by watering and ramming including all operational, incidental, labour charges, hire charges of T&P etc., complete for finished item of work (APSS No.309 & 310)
Brick masanory in super structure with CM (1:8) prop. Using second class bricks from approved source having minimum crushing strenght of 40kgs per sqm., including cost & conveyance of all materials like cement,sand, bricks, water etc., to site including scingniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such mixing cement mortar, constructing masanory, scaffolding charges, lift charges, curing etc., complete for finished item of work. APSS No.501 & 504 for panel walls in super structure
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors
S.NO
Item of workAs per Sanctioned Estimate
As per Working Estimate Excess LessAs per Workdone As per Work to be done
Qty Rate per Amount Qty Rate per Amount Qty Rate per Amount
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
7
246.29 343.82 Sqm 84678.00 84678 -
622.47 236.55 Sqm 147245.00 147245 -
197.32 347.20 Sqm 68511.00 68511 -
Celing Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall (external) complete for finished item of work. (APSS 901,903 & 904)
S.NO
Item of workAs per Sanctioned Estimate
As per Working Estimate Excess LessAs per Workdone As per Work to be done
Qty Rate per Amount Qty Rate per Amount Qty Rate per Amount
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
20.79 3740.10 Cum 77757.00 77757 -
207.84 1648.95 sqm 342718.00 342718 -
12.97 1648.95 10sq 2139.00 2139 -
Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Flooring Bed (APSS No. 402)
Flooring with Rough Tandur / shahabad stone of minimum thickness 40mm thick, set over base coat of cement mortar (1:8) 12mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand and water etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work.
Flooring with Rough Tandur / shahabad stone of minimum thickness 40mm thick, set over base coat of cement mortar (1:8) 12mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand and water etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work.
S.NO
Item of workAs per Sanctioned Estimate
As per Working Estimate Excess LessAs per Workdone As per Work to be done
Qty Rate per Amount Qty Rate per Amount Qty Rate per Amount
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
868.76 95.38 Sqm 82862.00 82862 -
9
197.32 141.35 Sqm 27892.00 27892 -
Painting to new internal walls with two (2) coats of ready mixed oil bound washable distemper acrylic base of approved brand and shade over a base coat of cement primer water base interior Grade-I of approved brand, makind three (3) coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc., complete for finished item of work in all floors for internal walls (SS 911)
Painting to New External Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)
S.NO
Item of workAs per Sanctioned Estimate
As per Working Estimate Excess LessAs per Workdone As per Work to be done
Qty Rate per Amount Qty Rate per Amount Qty Rate per Amount
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
3.51 90.30 Sqm 317.00 317 -
8.00 6601.66 Each 52813.00 52813 -
2.00 4424.80 Each 8850.00 8850 -
Painting to New wood work with two coats of ready mixed first quality synthetic enamel paint of approved brand and shade over primary coat of wood primer grade I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors (APSS No. 1201 &1208)
Supply and fixing of 18guage M.S. plain sheet DOOR of size 1.05x2.10m (Double Shutters)with outer angle frame of rolled steel equal angle ISA 4040 of size 40mmx 40mmx 6mm and inner shutter angle frame of rolled steel equal ISA 3535 angle of size 35mm x 35mm x 6mm and welded with fixtures such as P.S. Powder coated 300mm long aldrop and 2No.s of 100mm long tower bolts, door handles including red oxide primer of grade-1 quality including coat and convence of all materials and fabrication charges for finished item of work
Supply and fixing of 18guage M.S. plain sheet DOOR of size 1.05x2.10m (Single Shutters)with outer angle frame of rolled steel equal angle ISA 4040 of size 40mmx 40mmx 6mm and inner shutter angle frame of rolled steel equal ISA 3535 angle of size 35mm x 35mm x 6mm and welded with fixtures such as P.S. Powder coated 300mm long aldrop and 2No.s of 100mm long tower bolts, door handles including red oxide primer of grade-1 quality including coat and convence of all materials and fabrication charges for finished item of work
S.NO
Item of workAs per Sanctioned Estimate
As per Working Estimate Excess LessAs per Workdone As per Work to be done
Qty Rate per Amount Qty Rate per Amount Qty Rate per Amount
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
18.00 6793.90 Each 122290.00 122290 -
2621587.54
Add 5% VAT 131079.00 131079 -
Add LS Amount for Roundoff 4820.46 4820.46 -
2757487.00
Supply and fixing of 18guage M.S. plain sheet WINDOW of size 1.50x1.35m (Triple Shutters)with outer angle frame of rolled steel equal angle ISA 4040 of size 40mmx 40mmx 6mm and inner shutter angle frame of rolled steel equal ISA 2525 angle of size 55mm x 25mm x 6mm and welded with fixtures such as P.S. Powder coated 300mm long aldrop and 2No.s of 100mm long tower bolts, door handles including red oxide primer of grade-1 quality including coat and convence of all materials and fabrication charges for finished item of work
Asst. EngineerTW/ Gundala
Dy. Executive EngineerTW/ SD/Sudimalla
Executive EngineerTW/ Division/Bhadrachalam
Remarks
17
Remarks
17
Remarks
17
Remarks
17
Remarks
17
Remarks
17
Remarks
17
Remarks
17
Remarks
17
Page 47
ABSTRACT CUM DETAILED ESTIMATE
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
1
b Columns Columns up to Roof Leve1 × 19 0.23 0.38 3.000 4.98
4.98 ### cum 56182.00
e Lintels
Over Doors 1 × 8 1.50 0.23 0.15 0.414
Over Windows W1 1 × 5 1.80 0.23 0.15 0.311
Over Windows wW2 1 × 3 1.50 0.23 0.15 0.155
0.880 ### cum 10085.00
f Sun shades 0.60m Wide
Over Windows W1 1 × 5 1.80 0.6 5.400
Over Windows wW2 1 × 3 1.50 0.6 2.700
8.100 917.90 Sqm 7435.00
g Roof BeamsLong Beams
A1 to A6, B1 to B6 1 × 2 16.21 0.23 0.45 3.355
C1 to C6 1 × 1 16.21 0.23 0.30 1.118
A1, B1 to A4, B4 1 × 1 8.34 0.23 0.30 0.575
D1 to D2, E1 to E2, G1 to G 1 × 3 4.56 0.23 0.30 0.944
C5, D5 to C6, D6 1 × 1 4.27 0.23 0.30 0.294D2, G2 to D5, F5 1 × 1 6.23 0.23 0.30 0.430
Roof beam cross walls
1 × 4 6.63 0.23 0.30 1.830
G1 to G1, C2 to G2 1 × 2 9.85 0.23 0.30 1.359
C4 to E4 1 × 2 6.68 0.23 0.45 1.383
E4 to G4 1 × 1 4.58 0.23 0.30 0.316
C5 to F5, C6 to F6 1 × 2 7.17 0.23 0.30 0.989
12.593 ### cum 134294.00
h Roof Slab 125 mm thick
Back side long span 1 × 1 16.207 13.08 211.988
### 1281.45 Sqm 271652.00
i Roof Slab 175 mm thick
1st flight 1 × 1 1.15 2.4 2.760
Landing 1 × 1 2.48 1.62 4.018
2nd flight 1 × 1 1.15 2.4 2.760
9.538 1609.90 Sqm 15355.00
2
Upto lintel lavel
Long walls
Rear long wall 1 × 1 15.98 0.23 3.000 11.026
1 × 1 8.36 0.23 3.000 5.768
1 × 1 15.98 0.23 3.000 11.026
Lounge 1 × 1 4.57 0.23 3.000 3.153
Drawing front wall 1 × 1 3.69 0.23 3.000 2.546
Pooja & office long walls 1 × 2 4.27 0.23 3.000 5.893
Foyer 1 × 1 2.55 0.23 3.000 1.760
Cross walls
Toilet & ward robe 1 × 1 1.83 0.23 3.000 1.263Left side wall 1 × 1 16.73 0.23 3.000 11.544
Staircase L/S wall 1 × 1 4.57 0.23 3.000 3.153
Room L/S wall 1 × 1 6.93 0.23 3.000 4.782
Dining to kitchen 1 × 1 9.89 0.23 3.000 6.824
Drawing 1 × 1 4.57 0.23 3.000 3.153
Office to pooja 1 × 1 7.17 0.23 3.000 4.947
R/S wall 1 × 1 14.03 0.23 3.000 9.681
Deductions
Doors D1 1 × 8 1.2 0.23 2.100 -4.637
Windows W1 1 × 5 1.5 0.23 1.350 -2.329
Windows W2 1 × 3 1.2 0.23 1.350 -1.118staircase Openings 1 × 1 2.66 0.23 2.100 -1.285
Lounge opening 1 × 1 3.23 0.23 2.100 -1.560
Pooja 1 × 1 1.5 0.23 2.100 -0.725
Guest Bed Room 1 × 1 2.44 0.23 2.100 -1.179
73.69 5315.30 cum 391663.00
3
6
6 ### 1mt 267.00
4
Bed 1 × 1 6.07 4.57 27.740
Toilet 1 × 1 3.05 1.83 5.582
Ward robe 1 × 1 5.08 1.83 9.296
Staircase 1 × 1 2.07 4.57 9.460
Guest Bed Room 1 × 1 6.93 6.63 45.946
Launge 1 × 1 4.57 3.69 16.863
Pooja room 1 × 1 4.27 1.720 7.344
1 × 1 6.22 4.86 30.229
152.46 372.32 Sqm 56763.00
4
In side
Bed 1 × 2 6.07 3.450 41.883
1 × 2 4.57 3.450 31.533
Toilet 1 × 2 3.05 3.450 21.045
1 × 2 1.83 3.450 12.627
Ward robe 1 × 2 5.08 3.450 35.052
1 × 2 1.83 3.450 12.627
Staircase 1 × 2 2.07 3.450 14.283
1 × 2 4.57 3.450 31.533
Guest Bed Room 1 × 2 6.93 3.450 47.817
1 × 2 6.63 3.450 45.747
Lounge 1 × 2 4.57 3.450 31.533
1 × 2 3.69 3.450 25.461
1 × 2 3.69 3.450 25.461
Living 1 × 2 6.22 3.450 42.918
1 × 2 4.86 3.450 33.534
Pooja room 1 × 2 4.27 3.450 29.463
1 × 2 1.72 3.450 11.868
Deductions
Doors D1 1 × 8 1.2 2.100 -20.160
Windows W1 1 × 5 1.5 1.350 -10.125
Windows W2 1 × 3 1.2 1.350 -4.860
staircase Openings 1 × 2 2.66 2.100 -11.172
Lounge opening 1 × 2 3.23 2.100 -13.566
Pooja 1 × 2 1.5 2.100 -6.300
Room 1 × 2 2.44 2.100 -10.248
417.95 261.70 Sqm 109379.00
5
Out side walls
front & Rear long wall 1 × 2 15.98 3.450 110.262
side walls 1 × 2 13.08 3.45 90.252
200.51 372.35 Sqm 74661.00
6
Bed 1 × 1 6.07 4.57 27.740
Ward robe 1 × 1 5.08 1.83 9.296
Guest Bed Room 1 × 1 6.93 6.63 45.946
Launge 1 × 1 4.57 3.69 16.863
Pooja room 1 × 1 4.27 1.720 7.344
1 × 1 6.22 4.86 30.229
137.42 1673.10 sqm 229914.00
7
Bed 1 × 2 6.07 0.100 1.214
1 × 2 4.57 0.100 0.914
Ward robe 1 × 2 5.08 0.100 1.016
1 × 2 1.83 0.100 0.366
Guest Bed Room 1 × 2 6.93 0.100 1.386
1 × 2 6.63 0.100 1.326
Launge 1 × 2 4.57 0.100 0.914
1 × 2 3.69 0.100 0.738
Living 1 × 2 6.22 0.100 1.244
1 × 2 4.86 0.100 0.972
Pooja room 1 × 2 4.27 0.100 0.854
1 × 2 1.72 0.100 0.344
Office 1 × 2 4.27 0.100 0.854
1 × 2 4.99 0.100 0.998
Deductions
staircase Openings 1 × 2 2.66 0.100 -0.532
Longe opening opening 1 × 2 3.23 0.100 -0.646
Pooja 1 × 2 1.5 0.100 -0.300
Room 1 × 2 2.44 0.100 -0.488
11.17 1673.10 sqm 18695.00
8
Toilet 1 × 2 3.05 1.83 11.163
11.16 941.40 sqm 10509.00
9
Toilet 2 × 2 3.05 2.100 25.620
2 × 2 1.83 2.100 15.372
Deduct door 1 × 2 1.20 2.100 5.040
46.03 551.05 sqm 25366.00
Bed 1 × 1 6.07 4.57 27.740
Ward robe 1 × 1 5.08 1.83 9.296
Guest Bed Room 1 × 1 5.57 6.63 36.916
Lounge 1 × 1 4.57 3.69 16.863
Living 1 × 1 6.22 4.86 30.229
Pooja room 1 × 1 4.27 1.720 7.344
128.39 418.38 sqm 53715.00
10
Celing plastering Qty 152.46
In side plastering Qty 417.95
570.41 177.99 sqm 101525.00
11
Out side plastering Qty 200.51
200.51 87.83 sqm 17610.00
12
Windows W1 1 × 5 1.5 1.350 10.125
Windows W2 1 × 3 1.2 1.350 4.860
Ventilators 1 × 2 0.9 0.600 1.080
16.07 5200.00 sqm 83538.00
13
Doors 1 × 8 8.000
8.00 6851.55 each 54812.00
1723420.00
14 Provision for Electrification @ 12.5% 215428.00
15 Provision for water supply and sanitory items @ 10% 172342.00
2111190.00
Assistant Executive Engineer Deputy Executive Engineer(R&B) Executive Engineer (R&B)(R&B) Kothagudem Sub-Division Kothagudem Spl Division Kothagudem
Name of the Work: Construction of Hon'ble MLA Residential Building (First Floor) in Kothagudem in Khammam District
Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1.5:3) prop: nominal mix (Cement: fine aggregate: coarse aggregate using 20mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403)
A1 to C1, A3 to C3, A4 to C4, A6 to C6
Brick masanory in super structure with CM (1:8) prop. Using second class bricks from approved source having minimum crushing strenght of 40kgs per sqm., including cost & conveyance of all materials like cement,sand, bricks, water etc., to site including scingniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such mixing cement mortar, constructing masanory, scaffolding charges, lift charges, curing etc., complete for finished item of work. APSS No.501 & 504 for panel walls in super structure
Toilet & ward robe long wall
Bed & Guest bed room long wall
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors
Celing Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall (external) complete for finished item of work. (APSS 901,903 & 904)
Flooring with Vetrified polished floor tiles of size 598x598x8 mm glossy finished premium colour laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
Skirting with Vetrified polished floor tiles of size 598x598x8 mm glossy finished premium colour laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
Flooring with Ceramic Tiles of 7.3mm thick 1st. quality of any shade as approved by Engineer - in - charge set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707) in All Floors
Dadooing to walls with white glazed tiles 1st. quality of any size of brand as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work (APSS No.701 & 707) in All Floors
Supplying and fixing of false ceiling using Plaster of Paris Boards 10 mm thick with standard GI ceiling angles, sections perimeter channels including cost and conveyance of all materials and labour charges etc complete
Painting to Internal Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over HI-BOND Wall Putty Super Fine (Water Resistant) or Smooth crack free, water resistant finish plaster Wall strong WP/ Zoritek WP or Equivalentand base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)
Painting with weather proof plastic emulson grade -1 paint to interior and exterior faces of 2 coats of approved make shade and colour including self prime coat including cost and conveyence of all materials like plastic emulsinn paint of Grade-1 to site including cost of brushes scaffolding charges, lifiting charges and labour charges such as preparing the wall applying three coats of plastik emlsion etc., complete for finished item of work (APSS No 910,911 7 1201) in all floors
NCL or equivalent Partitions: Supply and fixing of partitions made of seccolor pre-painted steel (base steel as per IS 513 of 0.58 mm thick ‘D’ quality, galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick alkyd backer. Section for outer frame should be 46x52mm, section for shutter should be 46x46mm, section for mullion should be 46x70mm, section for beading should be 18x25mm and section for middle and bottom rail (Lock Rail and Kick Rail) of size should be 23x130mm. The partition should be paneled with 9mm pre-laminated particle board to a height of 0.91m from the bottom, and remaining height with 5mm thick plain glass With Ethyl Propylene Diamine Monomer (EPDM) Gaskets. The sections are to be cut to length, mitre joined with corner bracket Centre mullions are to be fixed using mullion cap. Gaskets made of Ethyl Propylene Diamine Monomer (EPDM). Corner brackets made of CRCA with zinc phosphate. Mullion caps made of Glass filled nylon. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, and complete for finished item of work.
Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.
Page 48
ABSTRACT CUM DETAILED ESTIMATE
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
1
For Column frootings 1 × 28 2.2 2.7 2.15 357.59
For Plinth beam long walls
1 × 4 15.77 0.45 0.15 4.258
Toilets & Anti room 1 × 2 4.66 0.45 0.15 0.629
Pantry 1 × 1 4.43 0.45 0.15 0.299
For Plinth beam cross walls
A2 to C2,A3 to C3, 1 × 2 9.53 0.45 0.15 1.287
D2 to F2 1 × 1 6.45 0.45 0.15 0.435
364.50 266.15 cum 97011.00
2
For Column frootings 1 × 28 2.2 2.7 0.15 24.95
For Plinth beam long walls
1 × 4 15.77 0.45 0.15 4.258
Toilets & Anti room 1 × 2 4.66 0.45 0.15 0.629
Pantry 1 × 1 4.43 0.45 0.15 0.299
For Plinth beam cross walls
A2 to C2,A3 to C3, 1 × 2 9.53 0.45 0.15 1.287
D2 to F2 1 × 1 6.45 0.45 0.15 0.435
Sub grade Office 1 × 1 4.88 7.62 0.100 3.719Toilet 1 × 1 1.83 2.13 0.100 0.390Anti room 1 × 1 2.82 2.13 0.100 0.601Office 1 × 1 4.88 9.98 0.100 4.870VIP Waiting 1 × 1 4.88 7.62 0.100 3.719Toilets 1 × 2 2.21 2.13 0.100 0.941Passage 1 × 1 15.09 2.44 0.100 3.682Dining 1 × 1 4.88 4.23 0.100 2.064
Name of the Work: Construction of Hon'ble MLA Office Building in Kothagudem in Khammam District
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work for Foundation of Building.(APSS No. 308)
A1 to A4, C1 to C4, D1 to D4, F1 to F4, G1 to G4
Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Flooring Bed (APSS No. 402)
A1 to A4, C1 to C4, D1 to D4, F1 to F4, G1 to G4
Page 49
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10Pantry 1 × 1 4.88 2.44 0.100 1.191General waiting 1 × 1 9.98 6.9 0.100 6.886Portico 1 × 1 15.09 5.22 0.100 7.877
67.80 3740.10 cum 253571.00
Page 50
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
3
a Footings1 × 28 2.00 2.5 0.400 56.00
56.00 8739.25 cum 489398.00
Pedestals
1 × 28 0.60 0.75 0.600 7.56
7.56 9158.75 cum 69240.00
b Columns Upto GL
1 × 28 0.23 0.38 0.900 2.20
Columns up to Lintel Level
1 × 28 0.23 0.38 2.100 5.14
Columns up to Roof Level
1 × 28 0.23 0.38 0.900 2.20
9.54 ### cum 103517.00
c Plinth BeamFor Plinth beam long walls
1 × 4 15.77 0.45 0.15 4.258
Toilets & Anti room 1 × 2 4.66 0.45 0.15 0.629
Pantry 1 × 1 4.43 0.45 0.15 0.299
For Plinth beam cross walls
A2 to C2,A3 to C3, 1 × 2 9.53 0.45 0.15 1.287
D2 to F2 1 × 1 6.45 0.45 0.15 0.435
6.91 ### cum 74894.00
e Lintels
Over Doors 1 × 14 1.50 0.23 0.15 0.725
Over Windows W1 1 × 8 1.80 0.23 0.15 0.497
Over Windows wW2 1 × 6 1.50 0.23 0.15 0.311
1.533 ### cum 17009.00
Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1.5:3) prop: nominal mix (Cement: fine aggregate: coarse aggregate using 20mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403)
A1 to A4, C1 to C4, D1 to D4, F1 to F4, G1 to G4
Page 51
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
f Sun shades 0.60m Wide
Over Windows W1 1 × 7 1.80 0.6 7.560
Over Windows wW2 1 × 6 1.50 0.6 5.400
12.960 885.95 Sqm 11482.00
Page 52
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
g Roof BeamsLong Beams
1 × 7 15.77 0.23 0.45 11.425
1 × 4 25.46 0.23 0.45 10.540
21.965 ### cum 227580.00
h Roof Slab 125 mm thick
Back side long span 1 × 1 16.15 26.06 420.869
### 1245.85 Sqm 524340.00
4
Office 1 × 1 4.88 7.62 0.600 22.311
Toilet 1 × 1 1.83 2.13 0.600 2.339
Anti room 1 × 1 2.82 2.13 0.600 3.604
Office 1 × 1 4.88 9.98 0.600 29.221
VIP Waiting 1 × 1 4.88 7.62 0.600 22.311
Toilets 1 × 2 2.21 2.13 0.600 5.649
Passage 1 × 1 15.09 2.44 0.600 22.092
Dining 1 × 1 4.88 4.23 0.600 12.385
Pantry 1 × 1 4.88 2.44 0.600 7.144
General waiting 1 × 1 9.98 6.9 0.600 41.317
Portico 1 × 1 15.09 5.22 0.600 47.262
215.64 259.35 cum 55925.00
5
Basement
Long walls
1 × 4 15.77 0.23 0.60 8.705
Toilets & Anti room 1 × 2 4.66 0.23 0.60 1.286
Pantry 1 × 1 4.43 0.23 0.60 0.611
For Plinth beam cross walls 0.23 0.60
A2 to C2,A3 to C3, 1 × 2 9.53 0.23 0.60 2.630
A1 to A4, B1 to B4, C1 to C4, D1 to D4, E1 to E4, F1 to F4, G1 to G4
A1 to G1, A2 to G2, A3to G3, A4 to G4
Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
Brick masanory in super structure with CM (1:8) prop. Using second class bricks from approved source having minimum crushing strenght of 40kgs per sqm., including cost & conveyance of all materials like cement,sand, bricks, water etc., to site including scingniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such mixing cement mortar, constructing masanory, scaffolding charges, lift charges, curing etc., complete for finished item of work. APSS No.501 & 504 for panel walls in super structure
A1 to A4, C1 to C4, D1 to D4, F1 to F4, G1 to G4
Page 53
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
D2 to F2 1 × 1 6.45 0.23 0.60 0.890
Page 54
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
Upto lintel lavel
Long walls
1 × 4 15.77 0.23 2.10 30.468
Toilets & Anti room 1 × 2 4.66 0.23 2.10 4.502
Pantry 1 × 1 4.43 0.23 2.10 2.140
For Plinth beam cross walls 0.23 2.10
A2 to C2,A3 to C3, 1 × 2 9.53 0.23 2.10 9.206
D2 to F2 1 × 1 6.45 0.23 2.10 3.115
Deductions
Doors D1 1 × 14 1.2 0.23 2.100 -8.114Windows W1 1 × 8 1.5 0.23 1.350 -3.726
Windows W2 1 × 6 1.2 0.23 1.350 -2.236
Above Lintel level
Long walls
1 × 4 15.77 0.23 0.90 13.058
Toilets & Anti room 1 × 2 4.66 0.23 0.90 1.929
Pantry 1 × 1 4.43 0.23 0.90 0.917
For Plinth beam cross walls 0.23 0.90
A2 to C2,A3 to C3, 1 × 2 9.53 0.23 0.90 3.945
D2 to F2 1 × 1 6.45 0.23 0.90 1.335
70.66 5064.80 cum 357884.00
6
15000
15000 ### 1mt 655272.00
7
Office 1 × 1 4.88 7.62 37.186
Toilet 1 × 1 1.83 2.13 3.898
Anti room 1 × 1 2.82 2.13 6.007
A1 to A4, C1 to C4, D1 to D4, F1 to F4, G1 to G4
A1 to A4, C1 to C4, D1 to D4, F1 to F4, G1 to G4
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors
Celing Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Page 55
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
Office 1 × 1 4.88 9.98 48.702
VIP Waiting 1 × 1 4.88 7.62 37.186
Toilets 1 × 2 2.21 2.13 9.415
Passage 1 × 1 15.09 2.44 36.820
Dining 1 × 1 4.88 4.23 20.642
Pantry 1 × 1 4.88 2.44 11.907
General waiting 1 × 1 9.98 6.9 68.862
Portico 1 × 1 15.09 5.22 78.770
359.40 343.82 Sqm 123566.00
8
In side
Office 1 × 1 4.88 3.450 16.836
1 × 1 7.62 3.450 26.289
Toilet 1 × 1 1.83 3.450 6.314
1 × 1 2.13 3.450 7.349
Anti room 1 × 1 2.82 3.450 9.729
1 × 1 2.13 3.450 7.349
Office 1 × 1 4.88 3.450 16.836
1 × 1 9.98 3.450 34.431
VIP Waiting 1 × 1 4.88 3.450 16.836
1 × 1 7.62 3.450 26.289
Toilets 1 × 1 2.21 3.450 7.625
1 × 1 2.13 3.450 7.349
Passage 1 × 1 15.09 3.450 52.061
1 × 1 2.44 3.450 8.418
Dining 1 × 1 4.88 3.450 16.836
1 × 1 4.23 3.450 14.594
Pantry 1 × 1 4.88 3.450 16.836
1 × 1 2.44 3.450 8.418
General waiting 1 × 1 9.98 3.450 34.431
1 × 1 6.90 3.450 23.805
Deductions
Doors D1 1 × 14 1.2 2.100 -35.280
Windows W1 1 × 8 1.5 1.350 -16.200
Windows W2 1 × 6 1.2 1.350 -9.720
297.43 236.55 Sqm 70357.00
Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Page 56
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
9
Out side walls
front & Rear long wall 1 × 2 15.55 3.450 107.295
side walls 1 × 2 20.24 3.45 139.656
246.95 347.20 Sqm 85741.00
10
Office 1 × 1 4.88 7.62 37.186
Anti room 1 × 1 2.82 2.13 6.007
Office 1 × 1 4.88 9.98 48.702
VIP Waiting 1 × 1 4.88 7.62 37.186
Passage 1 × 1 15.09 2.44 36.820
Dining 1 × 1 4.88 4.23 20.642
Pantry 1 × 1 4.88 2.44 11.907
General waiting 1 × 1 9.98 6.9 68.862
267.31 1648.95 sqm 440784.00
11
Office 1 × 1 4.88 0.100 0.488
1 × 1 7.62 0.100 0.762
Anti room 1 × 1 2.82 0.100 0.282
1 × 1 2.13 0.100 0.213
Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall (external) complete for finished item of work. (APSS 901,903 & 904)
Flooring with Vetrified polished floor tiles of size 598x598x8 mm glossy finished premium colour laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
Skirting with Vetrified polished floor tiles of size 598x598x8 mm glossy finished premium colour laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
Page 57
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
Office 1 × 1 4.88 0.100 0.488
1 × 1 9.98 0.100 0.998
VIP Waiting 1 × 1 4.88 0.100 0.488
1 × 1 7.62 0.100 0.762
Passage 1 × 1 15.09 0.100 1.509
1 × 1 2.44 0.100 0.244
Dining 1 × 1 4.88 0.100 0.488
1 × 1 4.23 0.100 0.423
Pantry 1 × 1 4.88 0.100 0.488
1 × 1 2.44 0.100 0.244
General waiting 1 × 1 9.98 0.100 0.998
1 × 1 6.90 0.100 0.690
8.88 1648.95 sqm 14634.00
12
Toilet 1 × 1 1.83 2.13 3.898
VIP waiting Toilet 1 × 2 2.21 2.13 9.415
13.31 917.00 sqm 12208.00
13
Toilet 1 × 1 1.83 2.100 3.843
1 × 1 2.13 2.100 4.473
VIP waiting Toilet 1 × 2 2.21 2.100 9.282
1 × 2 2.13 2.100 8.946
Deduct doors 1 × 3 1.20 2.100 -7.560
18.98 551.05 sqm 10461.00
Office 1 × 1 4.88 7.62 37.186
Flooring with Ceramic Tiles of 7.3mm thick 1st. quality of any shade as approved by Engineer - in - charge set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707) in All Floors
Dadooing to walls with white glazed tiles 1st. quality of any size of brand as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work (APSS No.701 & 707) in All Floors
Supplying and fixing of false ceiling using Plaster of Paris Boards 10 mm thick with standard GI ceiling angles, sections perimeter channels including cost and conveyance of all materials and labour charges etc complete
Page 58
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
Anti room 1 × 1 2.82 2.13 6.007
Office 1 × 1 4.88 9.98 48.702
VIP Waiting 1 × 1 4.88 7.62 37.186
Passage 1 × 1 15.09 2.44 36.820
Dining 1 × 1 4.88 4.23 20.642
Pantry 1 × 1 4.88 2.44 11.907
General waiting 1 × 1 9.98 6.9 68.862
267.31 418.38 sqm 111838.00
14
Celing plastering Qty 359.40
In side plastering Qty 297.43
656.83 177.99 sqm 116905.00
15
Out side plastering Qty 246.95
246.95 87.83 sqm 21689.00
Painting to Internal Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over HI-BOND Wall Putty Super Fine (Water Resistant) or Smooth crack free, water resistant finish plaster Wall strong WP/ Zoritek WP or Equivalentand base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)
Painting with weather proof plastic emulson grade -1 paint to interior and exterior faces of 2 coats of approved make shade and colour including self prime coat including cost and conveyence of all materials like plastic emulsinn paint of Grade-1 to site including cost of brushes scaffolding charges, lifiting charges and labour charges such as preparing the wall applying three coats of plastik emlsion etc., complete for finished item of work (APSS No 910,911 7 1201) in all floors
Page 59
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
16
Windows W1 1 × 8 1.5 1.350 16.200
Windows W2 1 × 6 1.2 1.350 9.720
Ventilators 1 × 6 0.9 0.600 3.240
29.16 5200.00 sqm 151632.00
17
Doors 1 × 14 14.000
14.00 6851.55 each 95922.00
4192860.00
18 Provision for Electrification @ 12.5% 524108.00
19 Provision for water supply and sanitory items @ 10% 419286.00
5136254.00
Assistant Executive Engineer Deputy Executive Engineer(R&B) Executive Engineer (R&B)(R&B) Kothagudem Sub-Division Kothagudem Spl Division Kothagudem
NCL or equivalent Partitions: Supply and fixing of partitions made of seccolor pre-painted steel (base steel as per IS 513 of 0.58 mm thick ‘D’ quality, galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick alkyd backer. Section for outer frame should be 46x52mm, section for shutter should be 46x46mm, section for mullion should be 46x70mm, section for beading should be 18x25mm and section for middle and bottom rail (Lock Rail and Kick Rail) of size should be 23x130mm. The partition should be paneled with 9mm pre-laminated particle board to a height of 0.91m from the bottom, and remaining height with 5mm thick plain glass With Ethyl Propylene Diamine Monomer (EPDM) Gaskets. The sections are to be cut to length, mitre joined with corner bracket Centre mullions are to be fixed using mullion cap. Gaskets made of Ethyl Propylene Diamine Monomer (EPDM). Corner brackets made of CRCA with zinc phosphate. Mullion caps made of Glass filled nylon. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, and complete for finished item of work.
Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.
Page 60
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
Page 61
ABSTRACT CUM DETAILED ESTIMATE
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
1
For Column frootings 1 × 6 2 2 2.15 51.60
For Plinth beam long walls 1 × 3 5.33 0.45 0.15 1.079
For Plinth beam cross walls 1 × 2 5.38 0.45 0.15 0.726
1 × 1 2.74 0.45 0.15 0.185
53.59 266.15 cum 14263.00
2
For Column frootings 1 × 6 2.00 2.00 0.15 3.60For Plinth beam long walls 1 × 3 5.33 0.45 0.15 1.079
For Plinth beam cross walls 1 × 2 5.38 0.45 0.15 0.726
1 × 1 2.74 0.45 0.15 0.185
Sub grade
Bed 1 × 1 4.88 2.9 0.100 1.415
Kitchen 1 × 1 1.83 2.74 0.100 0.501
Living 1 × 1 2.97 2.74 0.100 0.814
8.32 3740.10 cum 31118.00
Name of the Work: Construction of Servant Quarter to Hon'ble MLA Residece in Kothagudem in Khammam District
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work for Foundation of Building.(APSS No. 308)
Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Flooring Bed (APSS No. 402)
Page 62
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
3
a Footings1 × 6 2.00 2.00 0.40 9.60
9.60 8739.25 cum 83897.00
Pedestals
1 × 6 0.60 0.6 0.600 1.30
1.30 9158.75 cum 11906.00
b Columns Upto GL
1 × 6 0.23 0.3 1.000 0.41
Columns up to Lintel Level
1 × 6 0.23 0.38 2.100 1.10
Columns up to Roof Level
1 × 6 0.23 0.38 0.900 0.47
1.98 ### cum 21485.00
Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1.5:3) prop: nominal mix (Cement: fine aggregate: coarse aggregate using 20mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403)
Page 63
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
c Plinth BeamFor Plinth beam long walls 1 × 3 5.33 0.23 0.30 1.103
For Plinth beam cross walls 1 × 2 5.38 0.23 0.30 0.742
1 × 1 2.74 0.23 0.30 0.189
0.93 ### cum 10094.00
e Lintels
Over Doors 1 × 4 1.50 0.23 0.15 0.207
Over Windows W1 1 × 4 1.80 0.23 0.15 0.248
0.455 ### cum 5048.00
f Sun shades 0.60m Wide
Over Windows W1 1 × 2 1.50 0.6 1.800
Over Windows wW2 1 × 4 1.80 0.6 4.320
6.120 885.95 Sqm 5422.00
g Roof BeamsRoof beam long walls 1 × 3 5.33 0.23 0.30 1.103
Roof beam cross walls 1 × 2 5.38 0.23 0.30 0.742
1 × 1 2.74 0.23 0.30 0.189
0.931 ### cum 9646.00
Page 64
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
h Roof Slab 125 mm thick
1 × 1 5.94 6.815 40.481
40.481 1245.85 Sqm 50433.00
4
Bed 1 × 1 4.88 2.9 0.500 7.076
Kitchen 1 × 1 1.83 2.74 0.500 2.507
Living 1 × 1 2.97 2.74 0.500 4.069
13.65 259.35 cum 3541.00
5
Basement
Long walls
Long walls 1 × 3 5.11 0.23 0.600 2.116
Cross walls 1 × 2 2.9 0.23 0.600 0.800
Cross walls 1 × 2 2.74 0.23 0.600 0.756
Upto lintel lavel
Long walls 1 × 2 4.88 0.23 2.100 4.714
Long walls 1 × 1 5.11 0.115 2.100 1.234
Cross walls 1 × 2 6.215 0.23 2.100 6.004
Cross walls 1 × 1 2.74 0.115 2.100 0.662
Deductions
Doors D1 1 × 2 1.2 0.23 2.100 -1.159
1 × 2 1.2 0.115 2.100 -0.580
Windows W1 1 × 4 1.5 0.23 1.350 -1.863Above Lintel levelLong walls 1 × 2 4.88 0.23 0.900 2.020Long walls 1 × 1 5.11 0.115 0.900 0.529
Cross walls 1 × 2 6.215 0.23 0.900 2.573
Cross walls 1 × 1 2.74 0.115 0.900 0.284
18.09 5064.80 cum 91622.00
Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
Brick masanory in super structure with CM (1:8) prop. Using second class bricks from approved source having minimum crushing strenght of 40kgs per sqm., including cost & conveyance of all materials like cement,sand, bricks, water etc., to site including scingniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such mixing cement mortar, constructing masanory, scaffolding charges, lift charges, curing etc., complete for finished item of work. APSS No.501 & 504 for panel walls in super structure
Page 65
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
6
3000
3000 ### 1mt 131054.00
7
Bed 1 × 1 4.88 2.9 14.152
Kitchen 1 × 1 1.83 2.74 5.014
Living 1 × 1 2.97 2.74 8.138
27.30 343.82 Sqm 9388.00
8
In side
Bed 1 × 2 4.88 3.6 35.136
1 × 2 2.90 3.6 20.880
Kitchen 1 × 2 1.83 3.6 13.176
1 × 2 2.74 3.6 19.728
Living 1 × 2 2.97 3.6 21.384
1 × 2 2.74 3.6 19.728
Deductions
Doors D1 1 × 4 1.2 2.100 -10.080
Windows W1 1 × 4 1.5 1.350 -8.100
111.85 236.55 Sqm 26459.00
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors
Celing Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Page 66
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
9
Out side walls
front & Rear long wall 1 × 2 5.34 3.450 36.846
side walls 1 × 2 6.215 3.45 42.884
79.73 347.20 Sqm 27682.00
Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall (external) complete for finished item of work. (APSS 901,903 & 904)
Page 67
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
10
Bed 1 × 1 4.88 2.9 14.152
Kitchen 1 × 1 1.83 2.74 5.014
Living 1 × 1 2.97 2.74 8.138
27.30 1648.95 sqm 45023.00
11
Bed 1 × 2 4.88 0.100 0.976
1 × 2 2.90 0.100 0.580
Kitchen 1 × 2 1.83 0.100 0.366
1 × 2 2.74 0.100 0.548
Living 1 × 2 2.97 0.100 0.594
1 × 2 2.74 0.100 0.548
3.61 1648.95 sqm 5956.00
14
Celing plastering Qty 27.30
In side plastering Qty 111.85
139.16 177.99 sqm 24768.00
Flooring with Vetrified polished floor tiles of size 598x598x8 mm glossy finished premium colour laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
Skirting with Vetrified polished floor tiles of size 598x598x8 mm glossy finished premium colour laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
Painting to Internal Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over HI-BOND Wall Putty Super Fine (Water Resistant) or Smooth crack free, water resistant finish plaster Wall strong WP/ Zoritek WP or Equivalentand base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)
Page 68
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
15
Out side plastering Qty 79.73
79.73 87.83 sqm 7002.00
16
Windows W1 1 × 4 1.5 1.350 8.100
8.10 5200.00 sqm 42120.00
17
Doors 1 × 12 12.000
12.00 6851.55 each 82219.00
740146.00
18 Provision for Electrification @ 12.5% 92518.00
Painting with weather proof plastic emulson grade -1 paint to interior and exterior faces of 2 coats of approved make shade and colour including self prime coat including cost and conveyence of all materials like plastic emulsinn paint of Grade-1 to site including cost of brushes scaffolding charges, lifiting charges and labour charges such as preparing the wall applying three coats of plastik emlsion etc., complete for finished item of work (APSS No 910,911 7 1201) in all floors
NCL or equivalent Partitions: Supply and fixing of partitions made of seccolor pre-painted steel (base steel as per IS 513 of 0.58 mm thick ‘D’ quality, galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick alkyd backer. Section for outer frame should be 46x52mm, section for shutter should be 46x46mm, section for mullion should be 46x70mm, section for beading should be 18x25mm and section for middle and bottom rail (Lock Rail and Kick Rail) of size should be 23x130mm. The partition should be paneled with 9mm pre-laminated particle board to a height of 0.91m from the bottom, and remaining height with 5mm thick plain glass With Ethyl Propylene Diamine Monomer (EPDM) Gaskets. The sections are to be cut to length, mitre joined with corner bracket Centre mullions are to be fixed using mullion cap. Gaskets made of Ethyl Propylene Diamine Monomer (EPDM). Corner brackets made of CRCA with zinc phosphate. Mullion caps made of Glass filled nylon. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, and complete for finished item of work.
Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.
Page 69
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
19 Provision for water supply and sanitory items @ 10% 74015.00
LS Amount
906679.00
Assistant Executive Engineer Deputy Executive Engineer(R&B) Executive Engineer (R&B)(R&B) Kothagudem Sub-Division Kothagudem Spl Division Kothagudem
Page 70
ABSTRACT CUM DETAILED ESTIMATE
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
1
b Columns Columns up to Roof Leve1 × 6 0.23 0.3 3.000 1.24
1.24 ### cum 14523.00
e Lintels
Over Doors 1 × 3 1.50 0.23 0.15 0.155
Over Windows W1 1 × 2 1.80 0.23 0.15 0.124
0.279 ### cum 3299.00
f Sun shades 0.60m Wide
Over Windows W1 1 × 1 1.80 0.6 1.080
Over Windows wW2 1 × 2 1.50 0.6 1.800
2.880 949.80 Sqm 2735.00
g Roof BeamsLong Beams 1 × 3 6.48 0.23 0.30 1.341
Cross Beams 1 × 3 7.32 0.23 0.30 1.515
2.856 ### cum 31323.00
h Roof Slab 125 mm thick
Back side long span 1 × 1 7.08 7.92 56.074
56.074 1317.05 Sqm 73852.00
2
Upto lintel lavel
Long walls
Long Beams 1 × 3 6.48 0.23 3.00 13.414
Cross walls 1 × 3 1.98 0.23 3.00 4.099
Cross walls 1 × 2 4.65 0.23 3.00 6.417
Deductions
Doors D1 1 × 3 1.2 0.23 2.100 -1.739
Windows W1 1 × 2 1.5 0.23 1.350 -0.932
21.26 5565.65 cum 118320.00
3
2000
2000 ### 1mt 90470.00
4
Secutity Room 1 × 1 6.25 4.65 29.063
Dress Room 1 × 1 2.97 1.98 5.881
Toilet 1 × 1 3.05 1.98 6.039
40.98 400.81 Sqm 16426.00
4
In side
Secutity Room 1 × 1 6.25 3.3 20.625
1 × 1 4.65 3.3 15.345
Dress Room 1 × 1 2.97 3.3 9.801
1 × 1 1.98 3.3 6.534
Toilet 1 × 1 3.05 3.3 10.065
1 × 1 1.98 3.3 6.534
Deductions
Doors D1 1 × 3 1.2 2.100 -7.560
Windows W1 1 × 2 1.5 1.350 -4.050
57.29 286.80 Sqm 16432.00
5
Out side walls
front & Rear long wall 1 × 2 6.71 3.300 44.286
side walls 1 × 2 7.32 3.45 50.508
94.79 397.45 Sqm 37676.00
6
Secutity Room 1 × 1 6.25 4.65 29.063
Dress Room 1 × 1 2.97 1.98 5.881
Toilet 1 × 1 3.05 1.98 6.039
40.98 1697.20 sqm 69556.00
7
Secutity Room 1 × 1 6.25 0.100 0.625
1 × 1 4.65 0.100 0.465
Dress Room 1 × 1 2.97 0.100 0.297
1 × 1 1.98 0.100 0.198
Toilet 1 × 1 3.05 0.100 0.305
1 × 1 1.98 0.100 0.198
2.09 1697.20 sqm 3544.00
10
Celing plastering Qty 40.98
In side plastering Qty 57.29
98.28 177.99 sqm 17492.00
11
Out side plastering Qty 94.79
94.79 87.83 sqm 8325.00
12
Windows W1 1 × 2 1.5 1.350 4.050
4.05 5200.00 sqm 21060.00
13
Doors 1 × 2 2.000
2.00 6851.55 each 13703.00
538736.00
14 Provision for Electrification @ 12.5% 67342.00
15 Provision for water supply and sanitory items @ 10% 53874.00
659952.00
2 No.s 1319904.00
Assistant Executive Engineer Deputy Executive Engineer(R&B) Executive Engineer (R&B)(R&B) Kothagudem Sub-Division Kothagudem Spl Division Kothagudem
Name of the Work: Construction of Watch Rooms to over Hon'ble MLA Residential Building (Second Floor) in Kothagudem in Khammam District
Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1.5:3) prop: nominal mix (Cement: fine aggregate: coarse aggregate using 20mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403)
Brick masanory in super structure with CM (1:8) prop. Using second class bricks from approved source having minimum crushing strenght of 40kgs per sqm., including cost & conveyance of all materials like cement,sand, bricks, water etc., to site including scingniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such mixing cement mortar, constructing masanory, scaffolding charges, lift charges, curing etc., complete for finished item of work. APSS No.501 & 504 for panel walls in super structure
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors
Celing Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall (external) complete for finished item of work. (APSS 901,903 & 904)
Flooring with Vetrified polished floor tiles of size 598x598x8 mm glossy finished premium colour laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
Skirting with Vetrified polished floor tiles of size 598x598x8 mm glossy finished premium colour laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
Painting to Internal Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over HI-BOND Wall Putty Super Fine (Water Resistant) or Smooth crack free, water resistant finish plaster Wall strong WP/ Zoritek WP or Equivalentand base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)
Painting with weather proof plastic emulson grade -1 paint to interior and exterior faces of 2 coats of approved make shade and colour including self prime coat including cost and conveyence of all materials like plastic emulsinn paint of Grade-1 to site including cost of brushes scaffolding charges, lifiting charges and labour charges such as preparing the wall applying three coats of plastik emlsion etc., complete for finished item of work (APSS No 910,911 7 1201) in all floors
NCL or equivalent Partitions: Supply and fixing of partitions made of seccolor pre-painted steel (base steel as per IS 513 of 0.58 mm thick ‘D’ quality, galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick alkyd backer. Section for outer frame should be 46x52mm, section for shutter should be 46x46mm, section for mullion should be 46x70mm, section for beading should be 18x25mm and section for middle and bottom rail (Lock Rail and Kick Rail) of size should be 23x130mm. The partition should be paneled with 9mm pre-laminated particle board to a height of 0.91m from the bottom, and remaining height with 5mm thick plain glass With Ethyl Propylene Diamine Monomer (EPDM) Gaskets. The sections are to be cut to length, mitre joined with corner bracket Centre mullions are to be fixed using mullion cap. Gaskets made of Ethyl Propylene Diamine Monomer (EPDM). Corner brackets made of CRCA with zinc phosphate. Mullion caps made of Glass filled nylon. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, and complete for finished item of work.
Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.
Page 71
ABSTRACT CUM DETAILED ESTIMATE
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
PART- A (WORKDONE)
1
For Column frootings 1 × 80 1.2 1.2 1.20 138.24
For Plinth Beam
Long walls 1 × 2 55.20 0.45 0.15 7.45
Cross walls 1 × 3 42.20 0.45 0.15 8.55
154.24 266.15 cum 41051.00
2
For Column frootings 1 × 80 1.2 1.2 0.15 17.28
For Plinth Beam
Long walls 1 × 2 55.20 0.45 0.15 7.45
Cross walls 1 × 3 42.20 0.45 0.15 8.55
33.28 3740.10 cum 124471.00
3
a Footings
Name of the Work: Construction of Compound wall to Hon'ble MLA Quarter & Ofiice Buildings in Kothagudem in Khammam District
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work for Foundation of Building.(APSS No. 308)
Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Flooring Bed (APSS No. 402)
Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1.5:3) prop: nominal mix (Cement: fine aggregate: coarse aggregate using 20mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403)
Page 72
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
1 × 80 1.2 1.2 0.20 23.04
23.04 8739.25 cum 201352.00
Page 73
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
b Pedestals
1 × 80 0.4 0.4 0.40 5.12
5.12 9158.75 cum 46893.00
c Columns Upto GL 1 × 80 0.23 0.23 0.250 1.06
Above GL 1 × 80 0.23 0.23 1.800 7.62
8.68 ### cum 94185.00
d Plinth BeamLong walls 1 × 2 55.20 0.23 0.30 7.62
Cross walls 1 × 3 42.20 0.23 0.30 8.74
16.36 ### cum 177369.00
4
Long walls 1 × 2 55.20 0.23 1.80 45.71
Cross walls 1 × 3 42.20 0.23 1.80 52.41
Deduct Gate 1 × 2 3.60 0.23 1.80 -2.98
95.14 5064.80 cum 481865.00
5
5000
5000 ### 1mt 218424.00
6
Long walls 2 × 2 55.20 1.800 397.440
Cross walls 2 × 3 42.20 1.800 455.760
Brick masanory in super structure with CM (1:8) prop. Using second class bricks from approved source having minimum crushing strenght of 40kgs per sqm., including cost & conveyance of all materials like cement,sand, bricks, water etc., to site including scingniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such mixing cement mortar, constructing masanory, scaffolding charges, lift charges, curing etc., complete for finished item of work. APSS No.501 & 504 for panel walls in super structure
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors
Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Page 74
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
Deductions
Gates 2 × 2 3.6 1.800 -25.920
827.28 236.55 Sqm 195693.00
7
Out side plastering Qty 827.28
827.28 87.83 sqm 72656.00
1653959.00
8 Provision for Gates 206745.00
1860704.00
Assistant Executive Engineer Deputy Executive Engineer(R&B) Executive Engineer (R&B)(R&B) Kothagudem Sub-Division Kothagudem Spl Division Kothagudem
Painting with weather proof plastic emulson grade -1 paint to interior and exterior faces of 2 coats of approved make shade and colour including self prime coat including cost and conveyence of all materials like plastic emulsinn paint of Grade-1 to site including cost of brushes scaffolding charges, lifiting charges and labour charges such as preparing the wall applying three coats of plastik emlsion etc., complete for finished item of work (APSS No 910,911 7 1201) in all floors
Page 75
ABSTRACT CUM DETAILED ESTIMATE
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
3
b Columns Upto GL
1 × 10 0.23 0.525 0.900 1.09
1 × 5 0.23 0.38 0.900 0.39
Columns up to Lintel Level
1 × 10 0.23 0.525 2.100 2.54
1 × 5 0.23 0.38 2.100 0.92
Columns up to Roof Level
1 × 10 0.23 0.38 0.900 0.79
1 × 5 0.23 0.38 0.900 0.39
6.12 ### cum 69042.00
d Landing beam
1 × 1 2.47 0.23 0.45 0.256
0.256 ### cum 2730.00
e Lintels
Over Doors 1 × 2 1.50 0.23 0.15 0.104
Over Windows W1 1 × 10 1.80 0.23 0.15 0.621
0.725 ### cum 8309.00
f Sun shades 0.60m Wide
Over Windows W1 1 × 1 1.80 0.6 1.080
Over Windows wW2 1 × 9 1.50 0.6 8.100
9.180 917.90 Sqm 8426.00
g Roof Beams
Name of the Work: Construction of Record Rooms (First Floor Floor) in Court complex in Kothagudem in Khammam District
Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1.5:3) prop: nominal mix (Cement: fine aggregate: coarse aggregate using 20mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403)
Page 76
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
Long Beams
1 × 3 7.55 0.23 0.45 2.343
Middile long walls 1 × 3 7.55 0.23 0.60 3.126
Cross walls
In portico 1 × 3 2.47 0.23 0.30 0.511
Hall 5 × 3 3.43 0.23 0.30 3.548
9.528 ### cum 101608.00
Portico, front & Rear long walls
Page 77
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
h Roof Slab 125 mm thick
Back side long span 1 × 1 7.55 17.56 132.578
### 1281.45 Sqm 169892.00
i Roof Slab 175 mm thick
1st flight 1 × 1 1.20 2.93 3.516
Landing 1 × 1 3.00 1.20 3.600
2nd flight 1 × 1 3.00 1.20 3.600
10.716 1609.90 Sqm 17252.00
5
Upto lintel lavel
Rear long wall 1 × 1 7.545 0.23 2.100 3.644
Cross walls 1 × 1 17.09 0.23 2.100 8.254
Deductions
Doors D1 1 × 2 1.2 0.23 2.100 -1.159
Windows W1 1 × 10 1.5 0.23 1.350 -4.658Above Lintel levelLong walls
Rear long wall 1 × 1 7.545 0.23 0.900 1.562
1 × 1 17.09 0.23 0.900 3.538
11.18 5315.30 cum 59430.00
6
8000
8000 ### 1mt 355680.00
Brick masanory in super structure with CM (1:8) prop. Using second class bricks from approved source having minimum crushing strenght of 40kgs per sqm., including cost & conveyance of all materials like cement,sand, bricks, water etc., to site including scingniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such mixing cement mortar, constructing masanory, scaffolding charges, lift charges, curing etc., complete for finished item of work. APSS No.501 & 504 for panel walls in super structure
Toilet & ward robe long wall
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors
Page 78
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
7
Hall 1 × 1 7.09 14.4 102.096
Portico 1 × 1 3.05 2.7 8.235
110.33 372.32 Sqm 41078.00
8
In side
Hall 1 × 2 7.09 3.300 46.794
1 × 2 14.40 3.300 95.040
Deductions
Doors D1 1 × 2 1.2 2.100 -5.040
Windows W1 1 × 10 1.5 1.350 -20.250
116.54 261.70 Sqm 30500.00
9
Out side walls
front & Rear long wall 1 × 2 7.55 3.600 54.360
side walls 1 × 2 14.86 3.60 106.992
161.35 372.35 Sqm 60079.00
Celing Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall (external) complete for finished item of work. (APSS 901,903 & 904)
Page 79
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
10
Hall 1 × 1 7.09 14.4 102.096
Portico 1 × 1 3.55 2.7 9.585
111.68 1673.10 sqm 186853.00
11
Hall 1 × 2 7.09 0.100 1.418
1 × 2 14.40 0.100 2.880
4.30 1673.10 sqm 7191.00
14
Celing plastering Qty 110.33
In side plastering Qty 116.54
226.88 177.99 sqm 40380.00
Flooring with Vetrified polished floor tiles of size 598x598x8 mm glossy finished premium colour laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
Skirting with Vetrified polished floor tiles of size 598x598x8 mm glossy finished premium colour laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
Painting to Internal Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over HI-BOND Wall Putty Super Fine (Water Resistant) or Smooth crack free, water resistant finish plaster Wall strong WP/ Zoritek WP or Equivalentand base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)
Page 80
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
15
Out side plastering Qty 161.35
161.35 87.83 sqm 14171.00
16
Windows W1 1 × 10 1.5 1.350 20.250
Ventilators 1 × 12 0.9 0.600 6.480
26.73 5200.00 sqm 138996.00
17
Doors 1 × 2 2.000
2.00 6851.55 each 13703.00
1325320.00
Painting with weather proof plastic emulson grade -1 paint to interior and exterior faces of 2 coats of approved make shade and colour including self prime coat including cost and conveyence of all materials like plastic emulsinn paint of Grade-1 to site including cost of brushes scaffolding charges, lifiting charges and labour charges such as preparing the wall applying three coats of plastik emlsion etc., complete for finished item of work (APSS No 910,911 7 1201) in all floors
NCL or equivalent Partitions: Supply and fixing of partitions made of seccolor pre-painted steel (base steel as per IS 513 of 0.58 mm thick ‘D’ quality, galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick alkyd backer. Section for outer frame should be 46x52mm, section for shutter should be 46x46mm, section for mullion should be 46x70mm, section for beading should be 18x25mm and section for middle and bottom rail (Lock Rail and Kick Rail) of size should be 23x130mm. The partition should be paneled with 9mm pre-laminated particle board to a height of 0.91m from the bottom, and remaining height with 5mm thick plain glass With Ethyl Propylene Diamine Monomer (EPDM) Gaskets. The sections are to be cut to length, mitre joined with corner bracket Centre mullions are to be fixed using mullion cap. Gaskets made of Ethyl Propylene Diamine Monomer (EPDM). Corner brackets made of CRCA with zinc phosphate. Mullion caps made of Glass filled nylon. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, and complete for finished item of work.
Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.
Page 81
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 9 10
Assistant Executive Engineer Deputy Executive Engineer(R&B) Executive Engineer (R&B)(R&B) Kothagudem Sub-Division Kothagudem Spl Division Kothagudem
Page 82
ABSTRACT CUM DETAILED ESTIMATE
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
2
Kitchen and dining 1 x 13 2.00 2.00 2.05 106.60
Verandah columns 1 x 5 1.40 1.40 1.65 16.17
Long walls 1 x 3 15.58 0.45 0.45 9.46
Crosswalls 1 x 5 7.28 0.45 0.45 7.37
Verandah cross walls 1 x 5 2.00 0.45 0.45 2.03
141.63 266.15 cum 37695.00
Kitchen and dining 1 x 13 2.00 2.00 0.10 5.20
Verandah columns 1 x 5 1.40 1.40 0.10 0.98
6.18 1026.70 cum 6345.00
3
Kitchen and dining 1 x 13 2.00 2.00 0.15 7.80
Verandah columns 1 x 5 1.40 1.40 0.15 1.47
Long walls 1 x 3 30.97 0.45 0.15 6.27
Crosswalls 1 x 5 7.28 0.45 0.15 2.46
Verandah cross walls 1 x 5 2.00 0.45 0.15 0.68
146.83 3740.10 cum 549159.00
Name of the Work : Construction of 2 No. Addl. Accomidation to ZPHS Bollerigudem in Paloncha in Khammam District
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work for Foundation of Building.(APSS No. 308)
Filling with Sand Cushion under footings with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational & incidental charges, labour charges, seignorage charges, hire and opertaional charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1570) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Flooring Bed (APSS No. 402)
Page 83
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
4
5 FootingsKitchen and dining 1 × 13 1.80 1.8 0.500 21.06
Verandah columns 1 × 5 1.20 1.2 0.400 2.88
23.94 8739.25 cum 0.00
Pedestals
Kitchen and dining 1 × 13 0.60 0.75 0.600 3.51
Verandah columns 1 × 5 0.60 0.6 0.450 0.81
4.32 6831.47 cum 29512.00
b Columns Upto GL
Kitchen and dining 1 × 13 0.13 0.3 0.400 0.20
Verandah columns 1 × 5 0.13 0.13 0.100 0.01
Columns up to Lintel Level
Kitchen and dining 1 × 13 0.13 0.3 2.100 1.06
Verandah columns 1 × 5 0.13 0.13 2.100 0.18
Columns up to Roof Level
Kitchen and dining 1 × 13 0.13 0.3 1.200 0.61
Verandah columns 1 × 5 0.13 0.13 0.500 0.04
2.10 ### cum 22787.00
Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1.5:3) prop: nominal mix (Cement: fine aggregate: coarse aggregate using 20mm size Hard Broken Granite (IS383, 1570) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403)
Page 84
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
c Plinth BeamLong walls 1 x 3 15.65 0.13 0.30 1.83
Crosswalls 1 x 5 7.60 0.13 0.30 1.48
Verandah cross walls 1 x 5 2.00 0.13 0.30 0.39
1.83 ### cum 19840.00
d Breasumer beam
Long beam 1 x 3 15.65 0.13 0.30 1.83
Verandah cross walls 1 x 5 2.30 0.13 0.30 0.45
2.280 ### cum 23623.00
e Lintels
Over Doors 1 × 4 1.50 0.13 0.15 0.12
Over Windows W1 4 × 3 1.80 0.13 0.15 0.42
0.540 ### cum 5991.00
f Sun shades 0.60m Wide
Over Windows W1 2 × 2 1.80 0.6 4.320
Verandah sunshade 1 × 1 16.85 0.6 10.110
Verandah sunshade 1 × 2 2.30 0.6 2.760
17.190 885.95 Sqm 15229.00
g Roof BeamsCross beams 1 × 5 7.96 0.13 0.40 2.07
Long beams 1 × 2 15.65 0.13 0.30 1.22
Verandah cross beams 1 × 5 2.13 0.13 0.13 0.18
3.470 ### cum 35953.00
Page 85
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
h Roof Slab 125 mm thick
1 × 1 16.45 10.49 172.561
### 1245.85 Sqm 214985.00
6
Kitchen and dining 1 x 4 7.50 7.50 0.600 135.00
Verandah 1 x 4 7.50 2.00 0.600 36.00
171.00 259.35 cum 44349.00
7
Basement
Long walls 1 × 3 15.65 0.13 0.600 3.66Room cross walls 1 × 5 7.5 0.13 0.600 2.93
Verandah cross walls 1 × 5 2 0.13 0.600 0.78
Upto lintel lavel 0.00
Long walls 1 × 3 15.65 0.13 2.100 12.82
Room cross walls 1 × 5 7.5 0.13 2.100 10.24
Deductions
Doors D1 1 × 4 1.2 0.13 2.100 -1.31
Windows W1 4 × 3 1.5 0.13 1.350 -3.16Above Lintel levelLong walls
Long walls 1 × 3 15.65 0.13 0.500 3.05
Room cross walls 1 × 5 7.5 0.13 0.500 2.44
Verandah cross walls 1 × 2 7.5 0.13 0.500 0.98
32.43 5064.80 cum 164251.00
Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
Brick masanory in super structure with CM (1:8) prop. Using second class bricks from approved source having minimum crushing strenght of 40kgs per sqm., including cost & conveyance of all materials like cement,sand, bricks, water etc., to site including scingniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such mixing cement mortar, constructing masanory, scaffolding charges, lift charges, curing etc., complete for finished item of work. APSS No.501 & 504 for panel walls in super structure
Page 86
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
8
8.00
8.00 ### 1mt 349478.00
9
Kitchen and dining 1 × 2 7.50 7.500 112.500
Verandah 1 × 1 30.39 2.000 60.780
Slab projection 1 × 2 31.71 2.000 126.840
1 × 1 10.09 2.000 20.180
320.30 343.82 Sqm 110124.00
10
In side
Kitchen and dining 2 × 4 7.50 3.300 198.000
Verandah 1 × 1 15.39 3.300 50.787
Verandah 1 × 1 15.39 1.200 18.468
Verandah cross walls 1 × 2 2.00 1.200 4.800
Deductions
Doors D1 1 × 4 1.2 2.100 -10.080
Windows W1 4 × 3 1.5 1.350 -24.300
237.68 648.79 Sqm 154202.00
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1585) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors
Celing Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 501,503 & 504)
Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 501,503 & 504)
Page 87
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
11
Out side walls
Rear wall 1 × 1 15.65 3.300 51.645
Front wall 1 × 1 15.65 1.200 18.780
side walls 1 × 2 7.63 3.30 50.358
side walls 1 × 2 2.13 1.20 5.112
125.90 347.20 Sqm 43711.00
Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall (external) complete for finished item of work. (APSS 501,503 & 504)
Page 88
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
12
Kitchen and dining 1 × 2 7.50 7.5 112.500
Verandah 1 × 1 15.65 2.13 33.335
145.84 1648.95 sqm 240475.00
13
Kitchen and dining 2 × 4 7.50 0.100 6.000
Verandah 1 × 1 30.65 0.100 3.065
9.07 1648.95 sqm 14948.00
14
Celing plastering Qty 320.30
In side plastering Qty 237.68
557.98 177.99 sqm 99311.00
Supplying and fixing of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) in Single piece with the edges flat nosed and set over a base coat of CM (1:3), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work For raisers (APSS No.701 & 707)
Supplying and fixing of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) in Single piece with the edges flat nosed and set over a base coat of CM (1:8), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work for Treads (APSS No.701 & 707) Skirting
Painting to Internal Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over HI-BOND Wall Putty Super Fine (Water Resistant) or Smooth crack free, water resistant finish plaster Wall strong WP/ Zoritek WP or Equivalentand base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 511)
Page 89
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
15
Out side plastering Qty 125.90
125.90 177.99 sqm 22407.00
16
Windows W1 2 × 3 1.5 1.350 12.150
Ventilators 2 × 4 0.5 0.600 2.400
14.55 5200.00 sqm 75660.00
Painting to Internal Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over HI-BOND Wall Putty Super Fine (Water Resistant) or Smooth crack free, water resistant finish plaster Wall strong WP/ Zoritek WP or Equivalentand base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 511)
NCL or equivalent Partitions: Supply and fixing of partitions made of seccolor pre-painted steel (base steel as per IS 513 of 0.58 mm thick ‘D’ quality, galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick alkyd backer. Section for outer frame should be 46x52mm, section for shutter should be 46x46mm, section for mullion should be 46x70mm, section for beading should be 18x25mm and section for middle and bottom rail (Lock Rail and Kick Rail) of size should be 13x130mm. The partition should be paneled with 5mm pre-laminated particle board to a height of 0.51m from the bottom, and remaining height with 5mm thick plain glass With Ethyl Propylene Diamine Monomer (EPDM) Gaskets. The sections are to be cut to length, mitre joined with corner bracket Centre mullions are to be fixed using mullion cap. Gaskets made of Ethyl Propylene Diamine Monomer (EPDM). Corner brackets made of CRCA with zinc phosphate. Mullion caps made of Glass filled nylon. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, and complete for finished item of work.
Page 90
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
17
Doors 1 × 2 2.000
2.00 6851.55 each 13703.00
2293738.00
Assistant Engineer Deputy Executive Engineer(R&B) Executive Engineer PR Paloncha PRSD Kothagudem PR Division Kothagudem
Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.
Page 91
ABSTRACT CUM DETAILED ESTIMATE
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
1
Room columns 1 x 6 1.80 1.80 2.00 38.88
Verandah columns 1 x 3 1.20 1.20 1.20 5.18
Long walls 1 x 2 6.68 0.45 0.45 2.71
Rooms cross walls 1 x 2 4.78 0.45 0.45 1.94
Verandah cross walls 1 x 2 2.00 0.45 0.45 0.81
49.52 266.15 cum 13180.00
3
Room columns 1 x 6 1.80 1.80 0.15 2.92
Verandah columns 1 x 3 1.20 1.20 0.15 0.65
Long walls 1 x 2 6.68 0.45 0.10 0.60
Rooms cross walls 1 x 2 4.78 0.45 0.10 0.43
Verandah cross walls 1 x 2 2.00 0.45 0.10 0.18
4.78 3740.10 cum 17878.00
Name of the Work : Construction of Building to English Medium School in Patha Kothagudem in Kothagudem Mandal in Khammam District
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work for Foundation of Building.(APSS No. 308)
Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1570) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Flooring Bed (APSS No. 402)
Page 92
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
4
a FootingsRoom columns 1 × 6 1.35 1.5 0.380 4.62
Verandah columns 1 × 3 0.90 1.00 0.300 0.81
0.9 5.43 8739.25 cum 47454.00
Pedestals
Room columns 1 × 6 0.45 0.45 0.500 0.61
Verandah columns 1 × 3 0.30 0.3 0.350 0.09
0.70 6831.47 cum 4782.00
b Columns Upto GL
Room columns 1 × 6 0.23 0.3 0.900 0.37
Verandah columns 1 × 3 0.23 0.23 0.650 0.10
Columns up to Lintel Level
Room columns 1 × 6 0.23 0.3 2.100 0.87
Verandah columns 1 × 3 0.13 0.23 2.100 0.19
Columns up to Roof Level
Room columns 1 × 6 0.23 0.3 1.200 0.50
Verandah columns 1 × 3 0.23 0.23 0.500 0.08
2.11 ### cum 22895.00
c Plinth BeamLong walls 1 x 3 6.46 0.23 0.30 1.34
Crosswalls 1 x 2 5.00 0.23 0.30 0.69
Verandah cross walls 1 x 2 2.00 0.23 0.30 0.28
1.34 ### cum 14528.00
d Breasumer beam
Long beam 1 x 1 6.46 0.23 0.30 0.45
Verandah cross walls 1 x 2 2.30 0.23 0.30 0.32
0.770 ### cum 7978.00
Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1.5:3) prop: nominal mix (Cement: fine aggregate: coarse aggregate using 20mm size Hard Broken Granite (IS383, 1570) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403)
Page 93
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
e Lintels
Over Doors 1 × 1 1.50 0.23 0.15 0.05
Over Windows W1 1 × 3 1.80 0.23 0.15 0.19
0.240 ### cum 2663.00
Page 94
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
f Sun shades 0.60m Wide
Over Windows W1 1 × 2 1.80 0.6 2.160
Verandah sunshade 1 × 1 6.46 0.6 3.876
Verandah sunshade 1 × 2 2.30 0.6 2.760
8.796 885.95 Sqm 7793.00
g Roof BeamsCross beams 1 × 2 6.46 0.23 0.30 0.89
Long beams 1 × 3 7.23 0.23 0.40 2.00
2.890 ### cum 29943.00
h Roof Slab 110 mm thick
1 × 1 7.06 6.06 42.784
42.784 1091.75 Sqm 46709.00
5
Room columns 1 x 1 6.00 5.00 0.900 27.00
Verandah 1 x 1 6.00 2.00 0.900 10.80
37.80 259.35 cum 9803.00
6
Basement
Long walls 1 × 3 6.46 0.23 0.600 2.67Room cross walls 1 × 2 5.00 0.23 0.600 1.38
Verandah cross walls 1 × 2 2.00 0.23 0.600 0.55
Upto lintel lavel 0.00
Long walls 1 × 3 6.46 0.23 2.100 9.36
Deduct staircase 1 × 2 5.00 0.23 2.100 4.83
Room cross walls 1 × 2 2.00 0.23 2.100 1.93
Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
Brick masanory in super structure with CM (1:8) prop. Using second class bricks from approved source having minimum crushing strenght of 40kgs per sqm., including cost & conveyance of all materials like cement,sand, bricks, water etc., to site including scingniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such mixing cement mortar, constructing masanory, scaffolding charges, lift charges, curing etc., complete for finished item of work. APSS No.501 & 504 for panel walls in super structure
Page 95
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
Deductions
Doors D1 1 × 1 1.2 0.23 2.100 -0.58
Windows W1 1 × 3 1.5 0.23 1.350 -1.40Above Lintel levelLong walls
Long walls 1 × 3 6.46 0.23 0.800 3.57
Room cross walls 1 × 2 5.00 0.23 0.800 1.84
Verandah cross walls 1 × 2 2.00 0.23 0.900 0.83
24.98 5064.80 cum 126519.00
7
1.70
1.70 ### 1mt 74264.00
8
Class rooms 1 × 1 6.00 5.000 30.000
Verandah 1 × 1 6.00 2.000 12.000
Slab projection 1 × 2 8.29 0.600 9.948
1 × 2 7.06 0.600 8.472
60.42 343.82 Sqm 20773.00
9
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1585) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors
Celing Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 501,503 & 504)
Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 501,503 & 504)
Page 96
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
In side
Rooms 2 × 1 (6.0+5.0) 3.200 70.400
Verandah 1 × 1 6.00 3.200 19.200
Verandah 1 × 1 6.00 1.200 7.200
Verandah cross walls 1 × 2 2.00 1.200 4.800
Deductions
Doors D1 1 × 1 1.2 2.100 -2.520
Windows W1 1 × 3 1.5 1.350 -6.075
93.01 236.55 Sqm 22000.00
10
Out side walls
Rear wall 1 × 1 6.45 3.200 20.640
Front wall 1 × 1 6.45 1.200 7.740
side walls 1 × 2 7.63 3.20 48.832
side walls 1 × 2 2.13 1.20 5.112
Basement 1 × 2 6.45 1.200 15.480
1 × 2 10.09 1.20 24.216
122.02 347.20 Sqm 42365.00
11
Class rooms 1 × 1 6.00 5.00 30.000
Verandah 1 × 1 6.00 2.00 12.000
42.00 608.70 sqm 25565.00
Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall (external) complete for finished item of work. (APSS 501,503 & 504)
Supplying and fixing of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) in Single piece with the edges flat nosed and set over a base coat of CM (1:3), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work For raisers (APSS No.701 & 707)
Page 97
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
14
Celing plastering Qty 60.42
In side plastering Qty 93.01
153.43 177.99 sqm 27307.00
15
Out side plastering Qty 122.02
122.02 177.99 sqm 21718.00
Painting to Internal Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over HI-BOND Wall Putty Super Fine (Water Resistant) or Smooth crack free, water resistant finish plaster Wall strong WP/ Zoritek WP or Equivalentand base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 511)
Painting to Internal Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over HI-BOND Wall Putty Super Fine (Water Resistant) or Smooth crack free, water resistant finish plaster Wall strong WP/ Zoritek WP or Equivalentand base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 511)
Page 98
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
16
Windows W1 1 × 3 1.5 1.350 6.075
Ventilators 1 × 4 0.5 0.600 1.200
7.28 5200.00 sqm 37830.00
17
Doors 1 × 1 1.000
1.00 6851.55 each 6852.00
630799.00
Assistant Engineer Deputy Executive Engineer Executive Engineer
PR Kothagudem PRSD Kothagudem PR Division Kothagudem
NCL or equivalent Partitions: Supply and fixing of partitions made of seccolor pre-painted steel (base steel as per IS 513 of 0.58 mm thick ‘D’ quality, galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick alkyd backer. Section for outer frame should be 46x52mm, section for shutter should be 46x46mm, section for mullion should be 46x70mm, section for beading should be 18x25mm and section for middle and bottom rail (Lock Rail and Kick Rail) of size should be 13x130mm. The partition should be paneled with 5mm pre-laminated particle board to a height of 0.51m from the bottom, and remaining height with 5mm thick plain glass With Ethyl Propylene Diamine Monomer (EPDM) Gaskets. The sections are to be cut to length, mitre joined with corner bracket Centre mullions are to be fixed using mullion cap. Gaskets made of Ethyl Propylene Diamine Monomer (EPDM). Corner brackets made of CRCA with zinc phosphate. Mullion caps made of Glass filled nylon. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, and complete for finished item of work.
Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.
ABSTRACT CUM DETAILED ESTIMATE
Toilet Block
Item of work No Measurement Quantity Rate per Amount
L B D
1
Around Front side, backside C1-C6 1 × 6 1.00 1.00 1.50 9.00
Long walls 1 × 2 2.23 0.30 0.10 0.13
Cross walls 1 × 2 2.15 0.30 0.10 0.131 × 3 2.15 0.30 0.10 0.19
9.46 266.15 cum 2517.00
2
1 × 6 1.00 1.00 0.30 1.80
Long walls 1 × 4 3.00 0.30 0.10 0.361 × 3 2.92 0.30 0.10 0.26
2.42 ### cum 9062.00
3
Footings
C1 to C6 1 × 6 0.90 0.90 0.30 1.45 ### Cum 12672.00
Plinth beam
Name of the Work : Construction of Building to English Medium School in Patha Kothagudem in Kothagudem Mandal in Khammam District
S. NO
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work for Foundation of Building.(APSS No. 308)
Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Flooring Bed (APSS No. 402)
Cross walls : C1 to C4, C2 to C5, C3 to C6
Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1.5:3) prop: nominal mix (Cement: fine aggregate: coarse aggregate using 20mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403)
Item of work No Measurement Quantity Rate per Amount
L B DS. NO
1 × 2 6.69 0.23 0.23 0.70
1 × 3 2.92 0.23 0.23 0.46
1.16 ### Cum 12613.00
Columns
upto Ground level C1 to C6 1 × 6 0.23 0.23 0.65 0.206
upto lintel level
C1 to C6 1 × 6 0.23 0.23 2.70 0.85
upto Roof level
C1, C2, C3 C4, C5, C6 2 × 3 0.23 0.23 0.59 0.18
1.24 ### Cum 13415.00
Varandha beam 1 × 1 6.69 0.23 0.23 0.35 ### Cum 3667.00
Sunshade 0.6m 1 × 1 6.69 0.60 - 4.01 885.95 Sqm 3556.00
Roof slab 115mm thick 1 × 1 7.29 3.98 - 29.01 ### Sqm 31676.00
Roof Level Beam 1 × 1 6.69 0.23 0.23 0.35
1 × 3 2.92 0.23 0.23 0.46
0.82 ### Cum 8468.00
Long walls : C1 to C3, C4 to C6Cross walls: C1 to C4, C2 to C5, C3 to C6
Item of work No Measurement Quantity Rate per Amount
L B DS. NO
4
Earth work quantity 9.00
Deduction
PCC (1:5:10) -1.80
Footings -1.45
Columns upto GL -0.206
5.54 18.45 Cum 102.00
5
Upto basement level
1 × 4 3.00 0.23 0.40 1.65
1 × 3 2.92 0.23 0.40 1.20
Upto Lintel level
Long walls C4 to C5, C5 to C6 1 × 2 3.00 0.23 2.10 2.89
1 × 3 2.92 0.23 2.10 4.23
Deduction for doors 1 × 2 0.76 0.23 1.98 -0.69
Upto Roof level
C1 to C2, C2 to C3 1 × 2 3.00 0.23 0.59 0.81
C4 to C5, C5 to C6 1 × 2 3.00 0.23 0.29 0.40
1 × 3 2.92 0.23 0.82 1.65
12.15 ### Cum 61514.00
7
In toilets 1 × 2 3.00 2.92 0.80 14.01 450.60 Cum 6313.00
8
Reilling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited at layer by watering and ramming including all operational, incidental, labour charges, hire charges of T&P etc., complete for finished item of work (APSS No.309 & 310)
Brick masanory in super structure with CM (1:8) prop. Using second class bricks from approved source having minimum crushing strenght of 40kgs per sqm., including cost & conveyance of all materials like cement,sand, bricks, water etc., to site including scingniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such mixing cement mortar, constructing masanory, scaffolding charges, lift charges, curing etc., complete for finished item of work. APSS No.501 & 504 for panel walls in super structure
Long walls C1 to C2, C2 to C3, C4 to C5, C5 to C6Cross walls: C1 to C4, C2 to C5, C3 to C6
Cross walls: C1 to C4, C2 to C5, C3 to C6
Cross walls: C1 to C4, C2 to C5, C3 to C6
Filling with sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited at layer by watering and ramming including all operational, incidental, labour charges, hire charges of T&P etc., complete for finished item of work (APSS No.309 & 310)
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors
Item of work No Measurement Quantity Rate per Amount
L B DS. NO
0.9 ### Kgs 39316.00
9
In rooms 1 × 2 3.00 2.92 17.52
outside alround long wall side 1 × 3 2.92 0.69 6.04
Cross wall side 1 × 1 6.00 0.69 4.14
1 × 2 7.29 0.30 4.37
Longwall side 1 × 2 6.70 0.30 4.02
Front sunshade 1 × 2 3.40 0.30 2.04
38.14 343.82 Sqm 13113.00
Ceiling Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:3) including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)
Item of work No Measurement Quantity Rate per Amount
L B DS. NO
10
1 × 1 6.69 3.59 24.01
1 × 1 6.69 3.29 22.01
Crosswalls 1 × 2 3.38 3.52 23.79
69.81 347.20 Sqm 24238.00
11
1 × 2 3.00 2.99 17.94
1 × 2 3.00 1.98 11.88
1 × 2 3.00 2.39 14.34
1 × 2 1.40 2.92 8.17
1 × 2 1.40 1.98 5.54
1 × 2 1.40 2.39 8.17
1 × 6 1.40 1.98 16.63
1 × 4 0.75 1.98 -5.94
76.74 236.55 Sqm 18152.00
12
In rooms 1 × 2 3.00 2.92 17.52
outside alround long wall side 1 × 3 2.92 0.69 6.04
Cross wall side 1 × 1 6.00 0.69 4.14
1 × 2 7.29 0.30 4.37
Longwall side 1 × 2 6.70 0.30 4.02
Front sunshade 1 × 2 3.40 0.30 2.04
1 × 2 3.00 2.99 17.94
1 × 2 3.00 1.98 11.88
1 × 2 3.00 2.39 14.34
1 × 2 1.40 2.92 8.17
Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall (external) complete for finished item of work. (APSS 901,903 & 904)
Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., for Even Surfaces of brick wall (internal walls) complete for finished item of work. (APSS 901,903 & 904)
Painting to new internal walls with two (2) coats of ready mixed oil bound washable distemper acrylic base of approved brand and shade over a base coat of cement primer water base interior Grade-I of approved brand, makind three (3) coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc., complete for finished item of work in all floors for internal walls (SS 911)
Item of work No Measurement Quantity Rate per Amount
L B DS. NO
1 × 2 1.40 2.39 8.17
1 × 6 0.75 1.98 -8.91
89.73 177.99 Sqm 15970.00
13
Backside wall 1 × 1 0.75 2.99 2.24
2.24 401.28 Sqm 900.00
14
1 × 1 6.69 3.59 24.01
1 × 1 6.69 3.29 22.01
Crosswalls 1 × 2 3.38 3.52 23.79
Alround the building 1 × 1 22.54 0.13 2.81
72.62 177.99 Sqm 12925.00
16
For toilet 1 × 4 4.00 ### Each ###
Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades over red oxide primer Grade-I making three (3) coats in all to given and even shade after thourughly brushing the surface to remove all dirt and remains of loose powered materials, including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).in All Floors
Painting to New Interior Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911) NOTE :: Standard data revised vide Chief Engineer, R&B (Buildings) Procs.No.CEB/TA8/AEE3/SSR: 2010-11 Dt: 21.01.2011.
Supply and fixing of M.S.Doors of size 0.75×2.10mt with(single leaf shutter) with door frame of Mild steel square hollow section of size 80mm×80mm×4mm (TATA make or equivalent), Hold Fast-6 nos. of MS equal anlge of ISA 2525 of size 25mm×25mm×4mm, Door frame embedded in the flooring to a depth of 50mm connectingthe bottom of two vertical of door frame with MS flat 25mm wide- 4mm thick. Door shutter:- Shutter frame of Mild steel square hollow section of size 25mm×25mm×2.60mm (TATA make or equivalent), with styles and planks of MS sheet IS:205 150mm long-3 nos. 2) MSPC Aldrops IS:2681 300mm long -2nos, 3) MSPC Door handles IS: 208 125mm long -2
Item of work No Measurement Quantity Rate per Amount
L B DS. NO
Toilets 1 × 2 3.00 1.40 8.40
Front carridor 1 × 4 1.40 1.40 7.84
16.24 ###10sqm13177.00
###
Flooring with ceramic tiles 7.3mm thick of 1st quality all shades of makes Jhonson & Jhonson, Kajaria, Nitco and Marbonite, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work.
Asst. EngineerTW/ Gundala
Dy. Executive EngineerTW/ SD/Sudimalla
Executive EngineerTW/ Division/Bhadrachalam
Page 106
ABSTRACT CUM DETAILED ESTIMATE
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
1
b Columns Columns up to Lintel Level
Rooms, Staircase & Toilets 1 × 40 0.23 0.3 2.100 5.80
Verandah columns 1 × 10 0.13 0.23 2.100 0.63
Columns up to Roof Level
Rooms, Staircase & Toilets 1 × 40 0.23 0.3 1.200 3.31
Verandah columns 1 × 10 0.23 0.23 0.500 0.26
10.00 ### cum 112815.00
d Breasumer beam
Long beam 1 x 1 54.42 0.23 0.30 3.75
Verandah cross walls 1 x 2 2.30 0.23 0.30 0.32
4.070 ### cum 43403.00
e Lintels
Over Doors 1 × 5 1.50 0.23 0.15 0.26
Over Windows W1 5 × 3 1.80 0.23 0.15 0.93
1.190 ### cum 13638.00
f Sun shades 0.60m Wide
Over Windows W1 5 × 2 1.80 0.6 10.800
Verandah sunshade 1 × 1 54.42 0.6 32.652
Verandah sunshade 1 × 2 2.30 0.6 2.760
46.212 917.90 Sqm 42418.00
g Roof BeamsCross beams 1 × 6 7.96 0.23 0.40 4.39
Name of the Work : Construction of ZPHS Building (First Floor) in Patha Kothagudem in Kothagudem Mandal in Khammam District
Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1.5:3) prop: nominal mix (Cement: fine aggregate: coarse aggregate using 20mm size Hard Broken Granite (IS383, 1570) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc. to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labor charges such as Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc complete for finished item of work, lift charges, machine mixing, laying concrete, vibrating, curing concrete etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSS No.402 & 403)
Page 107
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
Long beams 1 × 2 54.42 0.23 0.30 7.51
Verandah cross beams 1 × 6 2.13 0.23 0.13 0.38
12.280 ### cum 130956.00
h Roof Slab 125 mm thick
1 × 1 55.02 10.49 577.160
Deduct Staircase 1 × 2 7.50 3.6 -54.000
### 1250.10 Sqm 654002.00
i Roof Slab 175 mm thick
1st flight 1 × 1 1.50 3.00 4.500
Landing 1 × 1 3.00 1.80 5.400
2nd flight 1 × 1 1.50 3.00 4.500
14.400 1609.90 Sqm 0.00
2
Upto lintel lavel 0.00
Long walls 1 × 3 54.79 0.23 2.100 79.39
Deduct staircase 1 × 2 3.60 0.23 2.100 -3.48
Room cross walls 1 × 10 7.5 0.23 2.100 36.23
Deductions
Doors D1 1 × 7 1.2 0.23 2.100 -4.06
Windows W1 5 × 3 1.5 0.23 1.350 -6.99Above Lintel levelLong walls
Long walls 1 × 3 54.79 0.23 0.800 30.24
Deduct staircase 1 × 2 3.60 0.23 2.100 -3.48
Room cross walls 1 × 5 7.5 0.23 0.800 6.90
Verandah cross walls 1 × 2 7.5 0.23 0.900 3.11
137.86 5315.30 cum 732767.00
Brick masanory in super structure with CM (1:8) prop. Using second class bricks from approved source having minimum crushing strenght of 40kgs per sqm., including cost & conveyance of all materials like cement,sand, bricks, water etc., to site including scingniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such mixing cement mortar, constructing masanory, scaffolding charges, lift charges, curing etc., complete for finished item of work. APSS No.501 & 504 for panel walls in super structure
Page 108
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
3
14.00
14.00 ### 1mt 622440.00
4
Class rooms 1 × 5 7.50 7.500 281.250
Toilets 1 × 2 7.50 3.600 54.000
Verandah 1 × 1 53.74 2.000 107.480
Slab projection 1 × 2 39.48 0.300 23.688
1 × 2 10.09 0.300 6.054
472.47 372.32 Sqm 175909.00
5
In side
Rooms 2 × 5 (7.5+7.5) 3.200 480.000
Verandah 1 × 1 53.74 3.200 171.968
Verandah 1 × 1 53.74 1.200 64.488
Verandah cross walls 1 × 2 2.00 1.200 4.800
Deductions
Doors D1 1 × 7 1.2 2.100 -17.640
Windows W1 5 × 3 1.5 1.350 -30.375
673.24 261.70 Sqm 176187.00
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1585) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors
Celing Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 501,503 & 504)
Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 501,503 & 504)
Page 109
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
6
Out side walls
Rear wall 1 × 1 54.19 3.200 173.408
Front wall 1 × 1 54.19 1.200 65.028
side walls 1 × 2 7.63 3.20 48.832
side walls 1 × 2 2.13 1.20 5.112
Basement 1 × 2 54.19 1.200 130.056
1 × 2 10.09 1.20 24.216
446.65 372.35 Sqm 166311.00
Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall (external) complete for finished item of work. (APSS 501,503 & 504)
Page 110
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
1 × 1 55.02 10.49 577.160
Deduct Staircase 1 × 2 7.50 3.6 -54.000
523.16 392.00 Sqm 205079.00
7
Class rooms 1 × 5 7.50 7.5 281.250
Stair case 1 × 2 7.50 3.6 54.000
Verandah 1 × 1 53.74 2.23 119.840
455.09 629.75 sqm 286593.00
8
Class rooms 5 × 4 7.50 0.100 15.000
Verandah 1 × 1 53.74 0.100 5.374
Staircase 3 × 2 7.50 0.100 4.500
24.87 629.75 sqm 15664.00
Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903).
Supplying and fixing of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) in Single piece with the edges flat nosed and set over a base coat of CM (1:3), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work For raisers (APSS No.701 & 707)
Supplying and fixing of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) in Single piece with the edges flat nosed and set over a base coat of CM (1:8), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work for Treads (APSS No.701 & 707) Skirting
Page 111
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
9
Toilets 1 × 2 7.50 3.6 54.000
54.00 941.40 sqm 50836.00
10
Celing plastering Qty 472.47
In side plastering Qty 673.24
### 177.99 sqm 203920.00
11
Out side plastering Qty 446.65
446.65 177.99 sqm 79498.00
Flooring with Ceramic Tiles of 7.3mm thick 1st. quality of any shade as approved by Engineer - in - charge set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707) in All Floors
Painting to Internal Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over HI-BOND Wall Putty Super Fine (Water Resistant) or Smooth crack free, water resistant finish plaster Wall strong WP/ Zoritek WP or Equivalentand base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 511)
Painting to Internal Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over HI-BOND Wall Putty Super Fine (Water Resistant) or Smooth crack free, water resistant finish plaster Wall strong WP/ Zoritek WP or Equivalentand base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 511)
Page 112
S.NOItem of work
NoMeasurement Quantity Rate per Amount
L B D
1 2 3 4 5 6 7 8 5 10
12
Windows W1 5 × 3 1.5 1.350 30.375
Ventilators 2 × 4 0.5 0.600 2.400
32.78 5200.00 sqm 170430.00
13
Doors 1 × 7 7.000
7.00 6851.55 each 47961.00
3930827.00
Assistant Engineer Deputy Executive Engineer Executive Engineer
PR Kothagudem PRSD Kothagudem PR Division Kothagudem
NCL or equivalent Partitions: Supply and fixing of partitions made of seccolor pre-painted steel (base steel as per IS 513 of 0.58 mm thick ‘D’ quality, galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick alkyd backer. Section for outer frame should be 46x52mm, section for shutter should be 46x46mm, section for mullion should be 46x70mm, section for beading should be 18x25mm and section for middle and bottom rail (Lock Rail and Kick Rail) of size should be 13x130mm. The partition should be paneled with 5mm pre-laminated particle board to a height of 0.51m from the bottom, and remaining height with 5mm thick plain glass With Ethyl Propylene Diamine Monomer (EPDM) Gaskets. The sections are to be cut to length, mitre joined with corner bracket Centre mullions are to be fixed using mullion cap. Gaskets made of Ethyl Propylene Diamine Monomer (EPDM). Corner brackets made of CRCA with zinc phosphate. Mullion caps made of Glass filled nylon. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, and complete for finished item of work.
Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.
312918434.xls SEPTIC TANK 113of228
SEPTIC TANKDETAIL CUM ABSTRACT ESTIMATE
DESCRIPTION OF ITEM NO'S L B D/H Quantity UNIT Rate
2 3 4 5 6 7 8 9 10
1
1 X 1 5.85 3.70 2.10 45.45
45.45 cum 248.80 11309
2
for septic tank 1 X 1 5.85 3.70 0.30 6.49
6.49 cum 3324.95 21591
3
for septic tank Ist side 1 X 1 5.15 3.00 0.05 0.77
plotform 1 X 1 5.85 1.80 0.05 0.53
1.30 cum 5449.50 7079
4
125mm Thk Slab
Setpci tank slab 1 X 1 5.85 3.70 21.65
Name of the Work : Construction of ZPHS Building (First Floor) in Patha Kothagudem in Kothagudem Mandal in Khammam District
Sl. No.
Amount2013-14
Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, seigniorage charges, labour charges such as shoring ,sheeting, planking, strutting, dewatering etc. complete for finished item of work as per SS - 20 B (APSS 308). for Septic Tank
Plain Cement Concrete (1:5:10) proportion (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, mixing concrete in concrete mixer including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work. (APSS No. 402).
Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work (APSS No. 402)
Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Slab of 125mm thick
312918434.xls SEPTIC TANK 114of228
DESCRIPTION OF ITEM NO'S L B D/H Quantity UNIT RateSl. No.
Amount2013-14
21.65 Sqm 1084.75 23479
5
for Septic tank L/W 1 X 2 5.85 0.35 2.50 10.24
for septic tank C/W 1 X 2 3.00 0.35 2.50 5.25
Septic tank Baffle wall 1 X 2 3.00 0.115 1.20 0.83
16.32 Cu.M. 4358.70 71114
6
0.400 Mts 61420.45 24568
TOTAL AMOUNT 159140
Asst. Engineer Dy.Executive Engineer Executive EngineerPR Kothagudem PR.SD. Kothagudem PR Div. Kothagudem
Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work.
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lapsplicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, laour charges such as cutting, bending placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors. (APSS No.126)
Page 115
LEAD CHART
Construction of Class Room
RATES AS PER COMMON SSR OF 2014-15 with cement and steel rates of November 2014
Sl. No. Description SSR Sl.No. Source of Material
Lead in KM
Total Unit perMR CT Total
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17)1 Sand for Mortar M-005 Godavari 45.00 0.00 45.00 488.25 462.00 45.00 0.00 0.00 8.00 2.00 1005.25 Cum.
2 Sand for filling& blindage M-004 Godavari 45.00 0.00 45.00 488.25 342.00 45.00 0.00 0.00 8.00 2.00 885.25 Cum.
3 Sand for plastering works M-006 Godavari 45.00 0.00 45.00 488.25 606.00 45.00 0.00 0.00 8.00 2.00 1149.25 Cum.
4 Gravel M-008 Local 5.00 0.00 5.00 73.77 103.00 22.00 0.00 0.00 8.00 2.00 208.77 Cum.
5M-148
Thogudem 27.00 0.00 27.00 316.93 252.00 50.00 0.00 32.00 15.90 3.98 670.81 Cum.
M-148Thogudem 27.00 0.00 27.00 316.93 252.00 50.00 0.00 32.00 15.90 3.98 670.81 Cum.
M-148Thogudem 27.00 0.00 27.00 316.93 252.00 50.00 0.00 32.00 15.90 3.98 670.81 Cum.
8 M-055 Thogudem 27.00 0.00 27.00 316.93 845.00 50.00 0.00 0.00 0.00 0.00 1211.93 Cum.
9 M-053 Thogudem 27.00 0.00 27.00 316.93 1365.00 50.00 0.00 0.00 0.00 0.00 1731.93 Cum.
10 M-052 Thogudem 27.00 0.00 27.00 316.93 1097.00 50.00 0.00 0.00 0.00 0.00 1463.93 Cum.
11 M-051 Thogudem 27.00 0.00 27.00 316.93 935.00 50.00 0.00 0.00 0.00 0.00 1301.93 Cum.
12 M-050 Thogudem 27.00 0.00 27.00 316.93 735.00 50.00 0.00 0.00 0.00 0.00 1101.93 Cum.
13BMT-A.01
Anisettipally 15.00 0.00 15.00 296.67 4700.00 0.00 0.00 44.00 44.00 11.00 5095.67 1000 Nos
14
BMT-A.13 2.29249
Local 10.00 0.00 10.00 475.99 11000.00 0.00 0.00 100.87 100.87 25.22 11702.95 1000 Nos
15
BMT-A.10 5.158103
Local 1.00 0.00 1.00 229.38 24000.00 0.00 0.00 226.96 226.96 56.74 24740.03 1000 Nos
16
BMT-B.06 15
Batchamcherla 400.00 0.00 400.00 83.17 137.90 4.00 0.00 0.48 0.24 0.06 225.85 1Sqm.
Avg. Thickness
in mm
Convence Charges
Initial Cost including Stacking Charges wherever
necesssary
Add Differenc in Seignio-
rage Charges
1% towards storage
Loading charges
unloading charges
Area allowence on
loading & unloading
charges @ 25 %
R.R. Stone(Granite, Dolamite &Trap variety)
R.R. Stone(Granite, Dolamite &Trap variety)
R.R. Stone(Granite, Dolamite &Trap variety)
40mm HBG Metal (IS383-1970)
20mm M/c chips (IS383-1970)
13.2/12.5 mm M/c chips (IS383-1970)
10mm M/c chips (IS383-1970)
6mm M/c chips (IS383-1970)
2nd Class Bricks of size 23x11x7cm
Fly Ash Bricks of size 290 x100 x140 mm with compressive strength of 50 Kg /sq.cm
Fly Ash Bricks of size 290 x225 x 140 mm with compressive strength of 50 Kg/sq .cm
Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M)
Page 116
Sl. No. Description SSR Sl.No. Source of Material
Lead in KM
Total Unit perMR CT Total
Avg. Thickness
in mm
Convence Charges
Initial Cost including Stacking Charges wherever
necesssary
Add Differenc in Seignio-
rage Charges
1% towards storage
Loading charges
unloading charges
Area allowence on
loading & unloading
charges @ 25 %
17
BMT-B.01 40
Batchamcherla 300.00 0.00 300.00 167.41 96.00 4.00 0.00 1.28 0.64 0.16 269.49 1Sqm.
Rough Kadapa slabs of minimum 40 mm thick, size not less than (0.457 x 457M)
Page 117
Sl. No. Description SSR Sl.No. Source of Material
Lead in KM
Total Unit perMR CT Total
Avg. Thickness
in mm
Convence Charges
Initial Cost including Stacking Charges wherever
necesssary
Add Differenc in Seignio-
rage Charges
1% towards storage
Loading charges
unloading charges
Area allowence on
loading & unloading
charges @ 25 %
18
BMT-B.12 18
Local 300.00 0.00 300.00 75.33 729.00 0.00 0.00 0.58 0.29 0.07 805.27 1Sqm.
19BMT-B.11 17
Local 5.00 0.00 5.00 1.84 2178.00 0.00 0.54 0.27 0.07 2180.73 1Sqm.
20 water M-189 Local 0.50 0.00 0.50 0.00 77.00 0.00 77.00 KL
21 Cement CSSR-A.05 At Site 0.00 0.00 0.00 0.00 5800.00 0.00 0.00 0.00 0.00 0.00 5800.00 M.T
22 M-126 At Site 0.00 0.00 0.00 0.00 44000.00 0.00 0.00 0.00 0.00 0.00 44000.00 M.T
23 CSSR-A.62 At Site 0.00 0.00 0.00 0.00 28000.00 0.00 0.00 0.00 0.00 0.00 28000.00 M.T
24 CSSR-A.68 At Site 0.00 0.00 0.00 0.00 44500.00 0.00 0.00 0.00 0.00 0.00 44500.00 M.T
25 M.S. Plates CSSR-A.69 At Site 0.00 0.00 0.00 0.00 43000.00 0.00 0.00 0.00 0.00 0.00 43000.00 M.T
Assistant Engineer Deputy Executive Engineer Executive EngineerPR Kothagudem PRSD Kothagudem PR Division Kothagudem
Polished Marble Slabs of any variety 16 to 20 mm thick (size 0.457 x 0.457 M / 0.6 x 0.6 M)
High polished Granite 16 to 18 mm thick up to 8' 00" (2.43M) black
Mild Steel Bars (Fe 250) for 6mm
High Yield Strength Deformed Bars (Fe 415) for 8mm to 40mm dia
Mild Steel, Structural steel, I,e, Angles, Channels & I-Sections
Page 118
DATAConstruction of Class Room
Overheads 14%COMMON STANDARD SCHEDULE OF RATES FOR THE YEAR 2014-15
25% Municipal area allowence
DATAConstruction of Class Room
Qty Rate Per Amount1 CEMENT MORTAR (1:2)
MaterialCost of Sand 1.05 Cum 1149.25 1 Cum 1206.71Cost of Cement 720 Kgs 5800.00 1000 Kgs 4176.00Man PowerLight Mazdoor 0.20 Nos 295.00 1 Day 59.00Muncipal area alloence 25% 59.00 14.75
Rate per cu.m. 5456.462 CEMENT MORTAR (1:3)
MaterialCost of Sand 1.05 Cum 1149.25 1 Cum 1206.71Cost of Cement 480 Kgs 5800.00 1000 Kgs 2784.00Man PowerLight Mazdoor 0.20 Nos 295.00 1 Day 59.00Muncipal area alloence 25% 59.00 14.75
Rate per cu.m. 4064.463 CEMENT MORTAR (1:4)
MaterialCost of Sand 1.05 Cum 1149.25 1 Cum 1206.71Cost of Cement 360 Kgs 5800.00 1000 Kgs 2088.00Man PowerLight Mazdoor 0.20 Nos 295.00 1 Day 59.00Muncipal area alloence 25% 59.00 14.75
Rate per cu.m. 3368.464 CEMENT MORTAR (1:5)
MaterialCost of Sand 1.05 Cum 1149.25 1 Cum 1206.71Cost of Cement 288 Kgs 5800.00 1000 Kgs 1670.40Man PowerLight Mazdoor 0.20 Nos 295.00 1 Day 59.00Muncipal area alloence 25% 59.00 14.75
Rate per cu.m. 2950.865 CEMENT MORTAR (1:6)
MaterialCost of Sand 1.05 Cum 1149.25 1 Cum 1206.71Cost of Cement 240 Kgs 5800.00 1000 Kgs 1392.00Man PowerLight Mazdoor 0.20 Nos 295.00 1 Day 59.00Muncipal area alloence 25% 59.00 14.75
Rate per cu.m. 2672.466 CEMENT MORTAR (1:8)
MaterialCost of Sand 1.05 Cum 1149.25 1 Cum 1206.71Cost of Cement 180 Kgs 5800.00 1000 Kgs 1044.00Man PowerLight Mazdoor 0.20 Nos 295.00 1 Day 59.00Muncipal area alloence 25% 59.00 14.75
Rate per cu.m. 2324.46
Page 119
20mm 0.6 Cum 1731.93 1 Cum 1039.1612mm 0.15 Cum 1463.93 1 Cum 219.5910mm 0.15 Cum 1301.93 1 Cum 195.29
6mm 0.10 Cum 1101.93 1 Cum 110.19
Rate per 1 cu.m. Total 1564.23Hire charges of machinery
Description of machinery Units total
1 concrete mixer300/200 (diesel) Hour 54.60 74.30 174.20 303.102 Batchingplant 0.5 cum Hour 120.30 114.10 269.50 503.903 needle vibrator 40 mm (petrol) Hour 7.80 19.00 125.40 152.204 0.00
1 a)
Light Mazdoor 0.364 Nos 295.00 1 Day 107.38Muncipal area alloence 25% 107.38 26.85
1 cu.m. 80.535 1 cu.m. 80.54add seigniorage charges 1 cum 22.00 1 cum 22.00Add 14% over heads 209.92 cu.m. 0.14 1 cu.m. 29.39
Rate per 1 cu.m. Total 266.15
b)
Light Mazdoor 0.364 Nos 295.00 1 Day 107.38Add 120 % for excavation of Pipe line 1 cu.m. 128.856 1 cu.m. 128.86add seigniorage charges 1 cum 22.00 1 cum 22.00Add 14% over heads 258.24 cu.m. 0.14 1 cu.m. 36.15
Rate per 1 cu.m. Total 294.40
C)
Light Mazdoor 0.364 nos 295.00 1 nos 107.38
Muncipal area alloence 25% 107.38 26.85
add seigniorage charges 1 cum 22.00 1 cum 22.00
156.23
Add 14% over heads 156.23 0.14 1 21.87
Rate per 1 cu.m. Total 178.10
2
Light Mazdoor 0.052 Nos 295.00 1 Nos 15.34Muncipal area alloence 25% 15.34 3.84Add 14% over heads 15.34 0.14 1 2.15
Rate per 1 cu.m. Total 21.35
Cost andConvenyance of 20mm to 6mm HBG Graded Metal / (Trap Metal)
SL. No
Hire charges
fuel charges
crew charges
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Foundation of Building.(APSS No. 308)
Add 75% for excavation of foundation of building
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Pipe line where the depth is more than 1.5 times width.(APSS No. 308)
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Septic tank soak pit and sump.(APSS No. 308)
Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
Page 120
3
Cost of Gravel 1 cu.m. 208.77 1 cu.m. 208.77Light Mazdoor 0.052 Nos 295.00 1 Nos 15.34Muncipal area alloence 25% 15.34 3.84Add 14% over heads 224.11 cu.m. 0.14 1 cu.m. 31.38
Rate per Cu.m. Total 259.354
Cost of Sand 1 cu.m. 885.25 1 cu.m. 885.25Light Mazdoor 0.052 Nos 295.00 1 Nos 15.34Add 14% over heads 900.59 cu.m. 0.14 1 cu.m. 126.08
Rate per Cu.m. Total 1026.705
materialMetal 40mm 0.9 cu.m. 1211.93 1 cu.m. 1090.74Sand 0.45 cu.m. 1005.25 1 cu.m. 452.36Cement 129.6 Kgs. 5800.00 1000 Kgs. 751.68Water 1.2 KL 77.00 1 KL 92.40Machineryconcrete mixer300/200 (diesel) 1 Hour 303.10 1 Hour 303.10LA oncrew charges 25% 174.20 1 43.55Labour1st class mason 0.1 Nos. 385.00 1 Each 38.50Light Mazdoor 1.39 Nos. 295.00 1 Each 410.05
Muncipal area alloence 25% 448.55 112.14
Add 14% over heads 3182.38 cu.m. 0.14 1 cu.m. 445.53Rate per Cu.m. Total 3740.10
6
materialMetal 40mm 0.9 cu.m. 1211.93 1 cu.m. 1090.74Sand 0.45 cu.m. 1005.25 1 cu.m. 452.36Cement 162 Kgs. 5800.00 1000 Kgs. 939.60Water 1.2 KL 77.00 1 KL 92.40Machineryconcrete mixer300/200 (diesel) 1 Hour 303.10 1 Hour 303.10LA oncrew charges 25% 174.20 1 43.55Labour1st class mason 0.1 cu.m. 385.00 1 cu.m. 38.50Light Mazdoor 1.39 Nos. 295.00 1 Each 410.05Muncipal area alloence 25% 448.55 112.14Add 14% over heads 3370.30 cu.m. 0.14 1 cu.m. 471.84
Rate per Cu.m. Total 3954.30
Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
Filling with Sand Cushion under footings with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational & incidental charges, labour charges, seignorage charges, hire and opertaional charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)
Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations (APSS No. 402)
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materalGraded Metal 20mm to 6mm 0.9 cu.m. 1564.23 1 cu.m. 1407.81Sand 0.45 cu.m. 1005.25 1 cu.m. 452.36Cement 129.6 Kgs. 5800.00 1000 Kgs. 751.68Water 1.2 KL 77.00 1 KL 92.40Machineryconcrete mixer300/200 (diesel) 1 Hour 303.10 1 Hour 303.10LA oncrew charges 25% 174.20 1 43.55Labour1st class mason 0.1 cu.m. 385.00 1 cu.m. 38.50Light Mazdoor 1.39 Nos. 295.00 1 Each 410.05Muncipal area alloence 25% 448.55 112.14
Total 3611.59Rate for other Floors GF FF SF TFBasic Rate of P.C.C(1:5:10) per Cum. 3611.59 3611.59 3611.59 3611.59Hire charges on centering material 341.00 341.00 341.00 341.00Labour charges for centering 1603.00 1763.30 1923.60 2083.90La on centering labour charges 25% 400.75 440.83 480.90 520.98Lift Charges per Cum. 0.00 44.86 89.71 134.57
5956.34 6201.57 6446.80 6692.03Add 14% over heads 0.14 833.89 868.22 902.55 936.88
Rate per cu.m. Total 6790.25 7069.80 7349.35 7628.958
Material
Graded Metal 20 to 6 mm 0.9 cu.m. 1564.23 1 cu.m. 1407.81Sand 0.45 cu.m. 1005.25 1 cu.m. 452.36Cement 220 Kgs. 5800.00 1000 Kgs. 1276.00Water 1.2 KL 77.00 1 KL 92.40Machineryconcrete mixer300/200 (diesel) 1 Hour 303.10 1 Hour 303.10LA oncrew charges 25% 174.20 1 43.55Labour1st class mason 0.1 cu.m. 385.00 1 Each 38.50Light Mazdoor 1.39 Nos. 295.00 1 Each 410.05
Muncipal area alloence 25% 448.55 112.14
Basic rate per Cum. Total 4135.91Rate for other Floors GF FF SF TFBasic Rate of P.C.C(1:3:6) per Cum. 4135.91 4135.91 4135.91 4135.91Hire charges on centering material 277.00 277.00 277.00 277.00Labour charges for centering 446.00 490.60 535.20 579.80La on centering labour charges 25% 111.50 122.65 133.80 144.95Lift Charges per Cum. 0.00 44.86 89.71 134.57
4970.41 5071.02 5171.62 5272.23Add 14% over heads 0.14 #VALUE! 140.74 0.14 #VALUE!
Rate per cu.m. Total #VALUE! Err:522 Err:522 #VALUE!
Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying concrete, finishing top surface, curing concrete, etc., complete for finished item of work for Dummy Columns. (APSS No. 402)
Plain Cement Concrete corresponding to M10 grade as per IS 456 equivalent to (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for Bed Blocks and Hold Fasts (APSS No. 402)
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Material
Graded Metal 20mm to 6mm 0.9 cu.m. 1564.23 1 cu.m. 1407.81Sand 0.45 cu.m. 1005.25 1 cu.m. 452.36Cement 331.2 Kgs. 5800.00 1000 Kgs. 1920.96Water 1.2 KL 77.00 1 KL 92.40Machineryconcrete mixer300/200 (diesel) 1 Hour 303.10 1 Hour 303.10LA oncrew charges 25% 174.20 1 43.55Labour1st class mason 0.1 cu.m. 385.00 1 cu.m. 38.50men &women Mazdoor 1.39 Nos. 295.00 1 Each 410.05Muncipal area alloence 25% 448.55 112.14
Basic rate per Cum. Total 4780.87Rate for other Floors GF FF SF TFBasic Rate of P.C.C(1:2:4) per Cum. 4780.87 4780.87 4780.87 4780.87Hire charges on centering material 277.00 277.00 277.00 277.00Labour charges for centering 446.00 490.60 535.20 579.80La on centering labour charges 25% 111.50 122.65 133.80 144.95Lift Charges per Cum. 0.00 44.86 89.71 134.57
5615.37 5715.98 5816.58 5917.19Add 14% over heads 0.14 786.15 800.24 814.32 828.41
Rate per cu.m. Total 6401.55 6516.25 6630.90 6745.6010
MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1564.23 1 cu.m. 1251.38Sand 0.4 cu.m. 1005.25 1 cu.m. 402.10Cement 380 kgs 5800.00 1000 kgs 2204.00Water 1.2 KL 77.00 1 KL 92.40MachineryBatchingplant 0.5 cum 1.333 Hour 503.90 1 Hour 671.70needle vibrator 40 mm (petrol) 1.333 Hour 152.20 1 Hour 202.88LA on crew charges 25% 526.40 1 131.60Labour1st class Masons 0.1 Nos. 385.00 1 Each 38.50Man and Mazdoor 1.39 Nos. 295.00 1 Each 410.05Muncipal area alloence 25% 448.55 112.14
Basic rate per Cum. 5516.75Rate for other Floors GF FF SF TFBasic Rate of P.C.C(1:1.5:3) per Cum. 5516.75 5516.75 5516.75 5516.75Hire charges on centering material 277.00 277.00 277.00 277.00Labour charges for centering 446.00 490.60 535.20 579.80La on centering labour charges 25% 111.50 122.65 133.80 144.95Lift Charges per Cum. 0.00 44.86 89.71 134.57
6351.25 6451.86 6552.46 6653.07Add 14% over heads 0.14 889.18 903.26 917.34 931.43
Rate per cu.m. Total 7240.45 7355.15 7469.85 7584.55
Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work (APSS No. 402)
Plain Cement Concrete M20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including steel centering, shuttering, machine mixing, laying concrete, lift charges, curing etc., complete for finished item of work for steps (APSS No. 402 )
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cost of cement 59.4 Kgs 5800.00 1000 Kgs 344.52
RR Stone 0.5 Cum 670.81 1 Cum 335.40C R 0.44 Cum 670.81 1 Cum 295.15
0.16 Cum 670.81 1 Cum 107.33Sand 0.33 cu.m. 1005.25 1 cu.m. 331.731st Class Mason 1.2 Nos 385.00 1 Each 462.00Light Mazdoor 2.0 Nos 295.00 1 Each 590.00Muncipal area alloence 25% 1052.00 263.00
2729.14Add 14% over heads 2466.14 cu.m. 0.14 1 cu.m. 345.26
Rate per cu.m. 3074.40
13
cost of cement 1.44 Kgs 5800.00 1000 Kgs 8.35Sand 0.003 cu.m. 1149.25 1 cu.m. 3.451st Class Mason 0.05 Nos. 345.00 1 Each 17.25Man mazdoor 0.074 Nos. 295.00 1 Each 21.83Muncipal area alloence 25% 39.08 9.77
#REF!Add 14% over heads 50.88 cu.m. 0.14 1 sqm 7.12
Rate per 1 Sqmt. Or say #REF!14
MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1564.23 1 cu.m. 1251.38Sand 0.4 cu.m. 1005.25 1 cu.m. 402.10Cement 380 kgs 5800.00 1000 kgs 2204.00
Water 1.2 KL 77.00 1 KL 92.40
Machinery
Batchingplant 0.5 cum 1.333 Hour 503.90 1 Hour 671.70
needle vibrator 40 mm (petrol) 1.333 Hour 152.20 1 Hour 202.88
LA on crew charges 25% 526.40 1 131.60
manpower
1st Class Mason 0.133 Nos. 385.00 1 Each 51.212nd Class Mason 0.267 Nos. 345.00 1 Each 92.12Man Mazdoor 4.6 Nos. 295.00 1 Each 1357.00Muncipal area alloence 25% 1500.32 375.08
Basic rate per Cum. Total 6831.47a) VRCC M20 grade design mix for footi
Basic Rate per Cum. 1 cu.m. 6831.47 1 cu.m. 6831.47
Centering Charges per Cum. 1 cu.m. 723.00 1 cu.m. 723.00
Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615)
Through stones 25 x 25x 45 to 60 cms
Flush Pointing to CRS Masonry in CM(1:3) Prop: including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)
Vibrated Reinforced Cement Concrete M 25 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work for foundation, plinth , pedastals(below plinth)(APSS No. 402 & 403)
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Add La charges on labour on centering 25% 446.00 111.50Add 14% over heads 7665.97 cu.m. 0.14 1 cu.m. 1073.24
Rate per cu.m. Say 8739.25b) VRCC M25 design mix for plinth bea
Basic Rate per Cum. 1 cu.m. 6831.47 1 cu.m. 6831.47Centering Charges per Cum. 1 cu.m. 2410.00 1 cu.m. 2410.00Add La charges on labour on centering 25% 1075.00 268.75Add 14% over heads 9510.22 cu.m. 0.14 1 cu.m. 1331.43
Rate per cu.m. Say 10841.65c) VRCC M20 for pedestals
Basic Rate per Cum. 1 cu.m. 6831.47 1 cu.m. 6831.47
Centering Charges per Cum. 1 cu.m. 1025.00 1 cu.m. 1025.00
Add La charges on labour on centering 25% 710.00 177.50
Add 14% over heads 8033.97 cu.m. 0.14 1 cu.m. 1124.76Rate per cu.m. Say 9158.75
15
MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1564.23 1 cu.m. 1251.38Sand 0.4 cu.m. 1005.25 1 cu.m. 402.10Cement 380 kgs 5800.00 1000 kgs 2204.00Water 1.2 KL 77.00 1 KL 92.40MachineryBatchingplant 0.5 cum 1.333 Hour 503.90 1 Hour 671.70needle vibrator 40 mm (petrol) 1.333 Hour 152.20 1 Hour 202.88LA on crew charges 25% 526.40 1 131.60manpower1st Class Mason 0.167 Nos. 385.00 1 Each 64.302nd Class Mason 0.167 Nos. 345.00 1 Each 57.62Man Mazdoor 5.6 Nos. 295.00 1 Each 1652.00Muncipal area alloence 25% 1773.91 443.48
Basic rate per Cum. Total 7173.45a) For columns / RCC walls and Water tank
Rate for other Floors GF FF SF TFRate as worked out above per Cum. 7173.45 7173.45 7173.45 7173.45Hire charges on centering material 341.00 341.00 341.00 341.00Labour charges for centering 1603.00 1763.30 1923.60 2083.90La on centering labour charges 25% 400.75 440.83 480.90 520.98Lift charges @ 10% extra on each floor 177.39 354.78 532.17
9518.20 9895.97 10273.73 10651.50Add 14% over heads 0.14 1332.55 1385.44 1438.32 1491.21
Rate per cu.m. Total 10850.80 11281.45 11712.10 12142.75
b) For Lintels
Rate for other Floors GF FF SF TF
Rate as worked out above per Cum. 7173.45 7173.45 7173.45 7173.45Hire charges on centering material 1133.00 1133.00 1133.00 1133.00Labour charges for centering 1141.00 1255.10 1369.20 1483.30La on centering labour charges 25% 285.25 313.78 342.30 370.83
Vibrated Reinforced Cement Concrete M 25 Design Mix ( by weigh batching / Mixer ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For coloumns , Lintels, Water tanks, Rcc walls in building
Page 125
Lift charges @ 10% extra on each floor 177.39 354.78 532.17
9732.70 10052.72 10372.73 10692.75Add 14% over heads 0.14 1362.58 1407.38 1452.18 1496.99
Rate per cu.m. Total 11095.30 11460.15 11824.95 12189.75
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MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1564.23 1 cu.m. 1251.38Sand 0.4 cu.m. 1005.25 1 cu.m. 402.10Cement 380 kgs 5800.00 1000 kgs 2204.00Water 1.2 KL 77.00 1 KL 92.40MachineryBatchingplant 0.5 cum 0.308 Hour 503.90 1 Hour 155.20needle vibrator 40 mm (petrol) 0.308 Hour 152.20 1 Hour 46.88LA on crew charges 25% 121.63 1 30.41manpower1st Class Mason 0.067 Nos. 385.00 1 Each 25.802nd Class Mason 0.133 Nos. 345.00 1 Each 45.89Man Mazdoor 3.077 Nos. 295.00 1 Each 907.72Muncipal area alloence 25% 979.40 244.85
Basic rate per Cum. Total 5406.61a) For Roof Beams
Rate for other Floors GF FF SF TFRate as worked out above per Cum. 5406.61 5406.61 5406.61 5406.61Hire charges on centering material 2002.00 2002.00 2002.00 2002.00Labour charges for centering 1344.00 1478.40 1612.80 1747.20La on centering labour charges 25% 336.00 369.60 403.20 436.80Lift charges @ 10% extra on each floor 97.94 195.88 293.82
9088.61 9354.55 9620.49 9886.43Add 14% over heads 0.14 1272.41 1309.64 1346.87 1384.10
Rate per cu.m. Total 10361.05 10664.20 10967.40 11270.55
b)
Cost of VRCC for 75 mm thick slab 0.075 cu.m. 5406.61 1 cu.m. 405.50
Rate for other Floors GF FF SF TFRate as worked out above per Cum. 405.50 405.50 405.50 405.50Hire charges on centering material 227.00 227.00 227.00 227.00Labour charges for centering 152.00 167.20 182.40 197.60La on centering labour charges 25% 38.00 41.80 45.60 49.40Lift charges @ 10% extra on each floor 7.35 14.69 22.04
822.50 848.85 875.19 901.54Add 14% over heads 0.14 115.15 118.84 122.53 126.22
Rate per 1 Sqmts. Total 937.65 967.70 997.75 1027.80
c)Cost of VRCC for 100 mm thick slab 0.1 cu.m. 5406.61 1 cu.m. 540.66
Rate for other Floors GF FF SF TFRate as worked out above per Cum. 540.66 540.66 540.66 540.66Hire charges on centering material 227.00 227.00 227.00 227.00Labour charges for centering 152.00 167.20 182.40 197.60La on centering labour charges 25% 38.00 41.80 45.60 49.40Lift charges @ 10% extra on each floor 9.79 19.59 29.38
957.66 986.45 1015.25 1044.04Add 14% over heads 0.14 134.07 138.10 142.14 146.17
Vibrated Reinforced Cement Concrete M 25 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For beams and slabs
VRCC M25 design mix for Slabs 75mm thick
VRCC M25 design mix for Slabs 100mm thick
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Rate per 1 Sqmts. Total 1091.75 1124.60 1157.40 1190.25d)
Cost of VRCC for 110 mm thick slab 0.11 cu.m. 5406.61 1 cu.m. 594.73
Rate for other Floors GF FF SF TFRate as worked out above per Cum. 594.73 594.73 594.73 594.73Hire charges on centering material 227.00 227.00 227.00 227.00Labour charges for centering 152.00 167.20 182.40 197.60La on centering labour charges 25% 38.00 41.80 45.60 49.40Lift charges @ 10% extra on each floor 10.77 21.55 32.32
1011.73 1041.50 1071.28 1101.05Add 14% over heads 0.14 141.64 145.81 149.98 154.15
Rate per 1 Sqmts. Total 1153.40 1187.35 1221.30 1255.20
e)
Cost of VRCC for 120 mm thick slab 0.12 cu.m. 5406.61 1 cu.m. 648.79
Rate for other Floors GF FF SF TFRate as worked out above per Cum. 648.79 648.79 648.79 648.79Hire charges on centering material 227.00 227.00 227.00 227.00Labour charges for centering 152.00 167.20 182.40 197.60La on centering labour charges 25% 38.00 41.80 45.60 49.40Lift charges @ 10% extra on each floor 11.75 23.51 35.26
1065.79 1096.54 1127.30 1158.05Add 14% over heads 0.14 149.21 153.52 157.82 162.13
Rate per 1 Sqmts. Total 1215.05 1250.10 1285.15 1320.20
f)
Cost of VRCC for 120 mm thick slab 0.12 cu.m. 5406.61 1 cu.m. 648.79
Rate for other Floors GF FF SF TF
Rate as worked out above per Cum. 648.79 648.79 648.79 648.79
Hire charges on centering material 227.00 227.00 227.00 227.00
Labour charges for centering 152.00 167.20 182.40 197.60
LA on centering labour charges 25% 38.00 41.80 45.60 49.40
Lift charges @ 10% extra on each floor 11.75 23.51 35.26
1065.79 1096.54 1127.30 1158.05
Add 14% over heads 0.14 149.21 153.52 157.82 162.13
Rate per 1 Sqmts. Total 1215.05 1250.10 1285.15 1320.20
g)
Cost of VRCC for 125 mm thick slab 0.125 cu.m. 5406.61 1 cu.m. 675.83
Rate for other Floors GF FF SF TF
Rate as worked out above per Cum. 675.83 675.83 675.83 675.83
Hire charges on centering material 227.00 227.00 227.00 227.00
Labour charges for centering 152.00 167.20 182.40 197.60
LA on centering labour charges 25% 38.00 41.80 45.60 49.40
Lift charges @ 10% extra on each floor 12.24 24.48 36.73
VRCC M25 design mix for Slabs of 110mm thick
VRCC M25 design mix for Slabs of 120mm thick
VRCC M25 design mix for Slabs of 120mm thick
VRCC M25 for Slabs 125mm thick
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1092.83 1124.07 1155.31 1186.56
Add 14% over heads 0.14 153.00 157.37 161.74 166.12
Rate per 1 Sqmts. Total 1245.85 1281.45 1317.05 1352.70
h)
Cost of VRCC for 140 mm thick slab 0.14 cu.m. 5406.61 1 cu.m. 756.93
Rate for other Floors GF FF SF TF
Rate as worked out above per Cum. 756.93 756.93 756.93 756.93
Hire charges on centering material 227.00 227.00 227.00 227.00
Labour charges for centering 152.00 167.20 182.40 197.60
LA on centering labour charges 25% 38.00 41.80 45.60 49.40
Lift charges @ 10% extra on each floor 13.71 27.42 41.13
1173.93 1206.64 1239.35 1272.06
Add 14% over heads 0.14 164.35 168.93 173.51 178.09
Rate per 1 Sqmts. Total 1338.30 1375.60 1412.90 1450.15
i) VRCC M25 design mix for Slabs of 115mm thick
Cost of VRCC for 115 mm thick slab 0.115 cu.m. 5406.61 1 cu.m. 621.76
Rate for other Floors GF FF SF TF
Rate as worked out above per Cum. 621.76 621.76 621.76 621.76
Hire charges on centering material 227.00 227.00 227.00 227.00
Labour charges for centering 152.00 167.20 182.40 197.60
La on centering labour charges 25% 38.00 41.80 45.60 49.40
Lift charges @ 10% extra on each floor 11.26 22.53 33.79
1038.76 1069.02 1099.29 1129.55
Add 14% over heads 0.14 145.43 149.66 153.90 158.14
Rate per 1 Sqmts. Total 1184.20 1218.70 1253.20 1287.70
j)
Cost of VRCC for 100 mm thick slab 0.1 cu.m. 5406.61 1 cu.m. 540.66
Rate for other Floors GF FF SF TFRate as worked out above per Cum. 540.66 540.66 540.66 540.66Hire charges on centering material 227.00 227.00 227.00 227.00
Labour charges for centering 152.00 167.20 182.40 197.60
LA on centering labour charges 25% 38.00 41.80 45.60 49.40
Lift charges @ 10% extra on each floor 9.79 19.59 29.38
957.66 986.45 1015.25 1044.04Add 14% over heads 0.14 134.07 138.10 142.14 146.17
Rate per 1 Sqmts. Total 1091.75 1124.60 1157.40 1190.25
k) VRCC M25 for Slabs 50mm Wearing coatCost of VRCC for 50 mm thick slab 0.05 cu.m. 5406.61 1 cu.m. 270.33
Rate for other Floors GF FF SF TFRate as worked out above per Cum. 270.33 270.33 270.33 270.33Hire charges on centering materialLabour charges for centeringLA on centering labour charges 25%Lift charges @ 10% extra on each floor
270.33 270.33 270.33 270.33
VRCC M25 for Slabs 140 mm thick
VRCC M25 for Slabs 100 mm thick
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Add 14% over heads 0.14 37.85 37.85 37.85 37.85Rate per 1 Sqmts. Total 308.20 308.20 308.20 308.20
l)Cost of VRCC for 175 mm thick slab 0.175 cu.m. 5406.61 1 cu.m. 946.16
Rate for other Floors GF FF SF TFRate as worked out above per Cum. 946.16 946.16 946.16 946.16Hire charges on centering material 233.00 233.00 233.00 233.00Labour charges for centering 157.00 172.70 188.40 204.10LA on centering labour charges 25% 39.25 43.18 47.10 51.03Lift charges @ 10% extra on each floor 17.14 34.28 51.42
1375.41 1412.18 1448.94 1485.71
Add 14% over heads 0.14 192.56 197.70 202.85 208.00Rate per 1 Sqmts. Total 1568.00 1609.90 1651.80 1693.75
m)Cost of VRCC for 180 mm thick slab 0.18 cu.m. 5406.61 1 cu.m. 973.19
Rate for other Floors GF FF SF TFRate as worked out above per Cum. 973.19 973.19 973.19 973.19Hire charges on centering material 233.00 233.00 233.00 233.00Labour charges for centering 157.00 172.70 188.40 204.10LA on centering labour charges 25% 39.25 43.18 47.10 51.03Lift charges @ 10% extra on each floor 17.63 35.26 52.89
1402.44 1439.70 1476.95 1514.21Add 14% over heads 0.14 196.34 201.56 206.77 211.99
Rate per 1 Sqmts. Total 1598.80 1641.30 1683.75 1726.25
n)
Cost of VRCC for 200 mm thick slab 0.2 cu.m. 5406.61 1 cu.m. 1081.32
Rate for other Floors GF FF SF TFRate as worked out above per Cum. 1081.32 1081.32 1081.32 1081.32Hire charges on centering material 233.00 233.00 233.00 233.00Labour charges for centering 157.00 172.70 188.40 204.10LA on centering labour charges 25% 39.25 43.18 47.10 51.03Lift charges @ 10% extra on each floor 19.59 39.18 58.76
1510.57 1549.79 1589.00 1628.21Add 14% over heads 0.14 211.48 216.97 222.46 227.95
Rate per 1 Sqmts. Total 1722.10 1766.80 1811.50 1856.20
o)Cost of VRCC for 225 mm thick slab 0.225 cu.m. 5406.61 1 cu.m. 1216.49
Rate for other Floors GF FF SF TFRate as worked out above per Cum. 1216.49 1216.49 1216.49 1216.49Hire charges on centering material 233.00 233.00 233.00 233.00Labour charges for centering 157.00 172.70 188.40 204.10LA on centering labour charges 25% 39.25 43.18 47.10 51.03Lift charges @ 10% extra on each floor 22.04 44.07 66.11
1645.74 1687.41 1729.06 1770.73Add 14% over heads 0.14 230.40 236.24 242.07 247.90
Rate per 10 Sqmts. Total 1876.15 1923.65 1971.15 2018.65
VRCC M25 for Slabs 175mm thick
VRCC M20 for Slabs 180mm thick
VRCC M20 for Slabs 200mm thick
VRCC M20 for Slabs of 225 mm thick
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17
MaterialGraded Metal 20mm to 6mm 0.8 cu.m. 1564.23 1 cu.m. 1251.38Sand 0.4 cu.m. 1005.25 1 cu.m. 402.10Cement 380 kgs 5800.00 1000 kgs 2204.00Water 1.2 KL 77.00 1 KL 92.40MachineryBatchingplant 0.5 cum 1.333 Hour 503.90 1 Hour 671.70LA on crew charges 25% 359.24 1 89.81manpower1st Class Mason 0.167 Nos. 385.00 1 Each 64.302nd Class Mason 0.167 Nos. 345.00 1 Each 57.62Man Mazdoor 5.6 Nos. 295.00 1 Each 1652.00Muncipal area alloence 25% 1773.91 443.48
Basic rate per Cum 6928.78a) For Lintels
Rate for other Floors GF FF SF TF
Rate as worked out above per Cum. 6928.78 6928.78 6928.78 6928.78
Hire charges on centering material 1133.00 1133.00 1133.00 1133.00Labour charges for centering 1141.00 1255.10 1369.20 1483.30La on centering labour charges 25% 285.25 313.78 342.30 370.83Lift charges @ 10% extra on each floor 177.39 354.78 532.17
9488.03 9808.05 10128.06 10448.08Add 14% over heads 0.14 1328.32 1373.13 1417.93 1462.73
Rate per Cum. Total 10816.40 11181.20 11546.00 11910.8518
materialGraded Metal 20mm to 6mm 0.8 cu.m. 1564.23 1 cu.m. 1251.38Sand 0.4 cu.m. 1005.25 1 cu.m. 402.10Cement 380 kgs 5800.00 1000 kgs 2204.00Water 1.2 KL 77.00 1 KL 92.40MachineryBatchingplant 0.5 cum 0.308 Hour 503.90 1 Hour 155.20LA on crew charges 25% 83.01 1 20.75manpower1st Class Mason 0.067 Nos. 385.00 1 Each 25.802nd Class Mason 0.133 Nos. 345.00 1 Each 45.89Man Mazdoor 3.077 Nos. 295.00 1 Each 907.72Muncipal area alloence 25% 979.40 244.85
Basic rate per Cu.m Total 5350.08a) Chajja / Sunshade
0.0625 cu.m. 5350.08 1 cu.m. 334.38
Reinforced Cement Concrete M 25 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403)
Reinforced cement concrete with M 25 grade Design mix ( by weigh batching ) using 20mm size (SS 5) machine crushed hard blasted granite graded metal (coarse aggregate) from approved quarry using a minimum quantity of 380 Kg of cement per 1 Cum of concrete including cost and conveyance of all materials like cement, fine aggregate (sand) ,coarse aggregate, water etc. to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering, machine mixing, laying concrete, 7.5cm thick at fixed end and 5cm thick at free end with an average thickness of 6.25cm including labour charges for mixing, laying, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work
for sun-shades of any width as per approved plan / design and of average thickness of 62.50mm ( thickness at support 75mm and thickness at edge 50mm) (APSS No. 402, 403)
Cost of RCC for 62.5 mm thick sunshade
Page 131
Rate for other Floors GF FF SF TF
Rate as worked out above per Cum. 334.38 334.38 334.38 334.38Hire charges on centering material 224.00 224.00 224.00 224.00Labour charges for centering 175.00 192.50 210.00 227.50La on centering labour charges 25% 43.75 48.13 52.50 56.88Lift charges @ 10% extra on each floor 6.12 12.24 18.36
777.13 805.13 833.12 861.12Add 14% over heads 0.14 108.80 112.72 116.64 120.56
Rate per Sqmt. Total 885.95 917.90 949.80 981.70
b) for platforms of 50 mm thick
Cost of RCC for 50 mm thick platform 0.05 cu.m. 5350.08 1 cu.m. 267.50
Rate for other Floors GF FF SF TFRate as worked out above per Cum. 267.50 267.50 267.50 267.50Hire charges on centering material 227.00 227.00 227.00 227.00Labour charges for centering 152.00 167.20 182.40 197.60La on centering labour charges 25% 38.00 41.80 45.60 49.40Lift charges @ 10% extra on each floor 4.90 9.79 14.69
684.50 708.40 732.29 756.19Add 14% over heads 0.14 95.83 99.18 102.52 105.87
Rate per Sqmt. Total 780.35 807.60 834.85 862.10
b) for shelves of 25 mm thickCost of RCC for 25 mm thick shelves 0.025 cu.m. 5350.08 1 cu.m. 133.75Rate for other Floors GF FF SF TFRate as worked out above per Cum. 133.75 133.75 133.75 133.75Hire charges on centering material 227.00 227.00 227.00 227.00Labour charges for centering 152.00 167.20 182.40 197.60La on centering labour charges 25% 38.00 41.80 45.60 49.40Lift charges @ 10% extra on each floor 2.45 4.90 7.35
550.75 572.20 593.65 615.10Add 14% over heads 0.14 77.11 80.11 83.11 86.11
Rate per Sqmt. Total 627.90 652.35 676.80 701.25
19cost of cement for Cement Mortar (1:3) 0.96 Kgs 5.80 1 Kgs 5.57cost of sand for Cement Mortar (1:3) 0.002 cu.m. 1005.25 1 cu.m.1st Class Mason 0.048 Nos. 385.00 1 Each 18.482nd Class Mason 0.112 Nos. 345.00 1 Each 38.64Man mazdoor 0.05 Nos. 295.00 1 Each 14.75Woman mazdoor 0.11 Nos. 295.00 1 Each 32.45
Rate per 1 Sqmt. Total 109.8520
wall thickness 0.225MaterialCement 36 kgs 5800.00 1000 kgs 208.80Second class Bricks 512 Nos 5095.67 1000 Nos 2608.98sand for mortor 0.2 cu.m. 1005.25 1 cu.m. 201.05B Labour1st class mason 0.24 Nos. 385.00 1 Each 92.402nd class mason 0.56 Nos. 345.00 1 Each 193.20
Man Mazdoor 1.89 Nos. 295.00 1 Each 557.55
Pointing to Cuddapah / Shahabad slabs in CM(1:3) Prop: including cost and conveyance of all materials like
Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).
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Muncipal area alloence 25% 843.15 210.79Basic Rate per Cum. 4072.77
Rate for other Floors GF FF SF TFBasic rate per Cum 4072.77 4072.77 4072.77 4072.77
44.13 44.13 44.13 44.13260.71 369.02 477.29 585.60
Add LA on Labour for scaffolding 25% 65.18 92.26 119.32 146.40Lift charges @ 10% extra on each floor 84.32 168.63 252.95
4442.79 4662.50 4882.14 5101.85Add 14% over heads 0.14 621.99 652.75 683.50 714.26
Rate per Cum. Total 5064.80 5315.30 5565.65 5816.1521
wall thickness 0.115MaterialCement 7.56 kgs 5800.00 1000 kgs 43.85Second class Bricks 51.2 Nos 5095.67 1000 Nos 260.90sand for mortor 0.021 cu.m. 1005.25 1 cu.m. 21.11B Labour1st class mason 0.06 Nos. 385.00 1 Each 23.10
2nd class mason 0.06 Nos. 345.00 1 Each 20.70Man Mazdoor 0.275 Nos. 295.00 1 Each 81.13Muncipal area alloence 25% 124.93 31.23
Basic Rate per One Sqmt. 482.01Rate for other Floors GF FF SF TFBasic rate per sqm 482.01 482.01 482.01 482.01
9.93 9.93 9.93 9.9358.66 83.03 107.39 131.76
Add LA on Labour for scaffolding 25% 14.67 20.76 26.85 32.94Lift charges @ 10% extra on each floor 12.49 24.99 37.48
565.27 608.22 651.17 694.12Add 14% over heads 0.14 79.14 85.15 91.16 97.18
Rate per One Sqmt. Total 644.45 693.40 742.35 791.3522
Wall thickness 0.225Material
Fly Ash Bricks 290x225x140mm 110 Nos 24740.03 1000 Nos 2721.40Cement for Cement Mortar (1:8) 18 Kgs 5.80 1 Kgs 104.40Sand for Cement Mortar (1:8) 0.1 cu.m. 1005.25 1 cu.m. 100.53Labour1st class mason 0.42 cu.m. 385.00 1 cu.m. 161.702nd class mason 0.92 Nos. 345.00 1 Each 317.40Man Mazdoor 0.7 Nos. 295.00 1 Each 206.50Woman Mazdoor 2.1 Nos. 295.00 1 Each 619.50Muncipal area alloence 25% 1305.10 326.28
Basic Rate per Cum. 4557.70Rate for other Floors GF FF SF TFBasic rate per Cum 4557.70 4557.70 4557.70 4557.70
44.13 44.13 44.13 44.13260.71 369.02 477.29 585.60
Hire charges of stage scafflding per cumLabour charges for stage scaffolding per cum
Reinforced Brick Masonry 11.5cm (4 1/2") thick for partition walls in CM (1:4) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. and placing 2nos. of 6mm dia MS bars embedded in every 3rd layer with free ends of reinforcement keyed into mortar joints of the main brick work whereever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., but excluding cost and conveyance of steel and its fabrication charges complete for finished item of work. (APSS No. 501 & 504).
Hire charges of stage scafflding per cumLabour charges for stage scaffolding per cum
Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).
Hire charges of stage scafflding per cumLabour charges for stage scaffolding per cum
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Add LA on Labour for scaffolding 25% 65.18 92.26 119.32 146.40Lift charges @ 10% extra on each floor 130.51 261.02 391.53
4927.72 5193.62 5459.46 5725.36Add 14% over heads 0.14 689.88 727.11 764.32 801.55
Rate per Cum. Total 5617.65 5920.75 6223.80 6526.95
23
Wall thickness 0.225MaterialFly Ash Bricks 290x225x140mm 110 Nos 24740.03 1000 Nos 2721.40Cement for Cement Mortar (1:8) 24 Kgs 5.80 1 Kgs 139.20Sand for Cement Mortar (1:8) 0.1 cu.m. 1005.25 1 cu.m. 100.53Labour1st class mason 0.42 cu.m. 385.00 1 cu.m. 161.702nd class mason 0.92 Nos. 345.00 1 Each 317.40Man Mazdoor 0.7 Nos. 295.00 1 Each 206.50Woman Mazdoor 2.1 Nos. 295.00 1 Each 619.50Muncipal area alloence 25% 1305.10 326.28
total 4592.50Add 14% over heads 0.14 642.95
Basic Rate per Cum. 5235.50
24
Material
Fly Ash Bricks 290x100x140mm 24 Nos 11702.95 1000 Nos 280.87
Cement for Cement Mortar (1:4) 7.2 Kgs 5.80 Kgs 41.76
Sand for Cement Mortar (1:4) 0.02 cu.m. 1005.25 1 cu.m. 20.11Labour1st class mason 0.06 cu.m. 385.00 1 cu.m. 23.102nd class mason 0.06 Nos. 345.00 1 Each 20.70Man Mazdoor 0.275 Nos. 295.00 1 Each 81.13
Basic Rate per One Sqmt. 467.66Rate for other Floors GF FF SF TFBasic rate per sqm 467.66 467.66 467.66 467.66
9.93 9.93 9.93 9.9358.66 83.03 107.39 131.76
Add LA on Labour for scaffolding 25% 14.67 20.76 26.85 32.94Lift charges @ 10% extra on each floor 12.49 24.99 37.48
550.92 593.87 636.82 679.77Add 14% over heads 0.14 77.13 83.14 89.15 95.17
Rate per One Sqmt. Total 628.10 677.05 726.00 774.9525
Brick Masonry in superstructure with CM (1:6) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. for basement (APSS No. 501 & 504).
Reinforced Fly Ash Brick Masonry 10cm thick for partition walls in CM (1:4) prop: Fly Bricks of size 290x100x140mm with compressive of 50 Kgs / Sqcm from approved source and placing 2nos. of 6mm dia MS bars embedded in every 3rd layer with free ends of reinforcement keyed into mortar joints of the main brick work whereever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., but excluding cost and conveyance of steel and its fabrication charges complete for finished item of work. (APSS No. 501 & 509).
Hire charges of stage scafflding per cumLabour charges for stage scaffolding per cum
Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.
Page 134
Material
1.05 MT 28000.00 1 MT 29400.00
cost of binding wire 6 Kg 70.00 1 Kg 420.00LabourBlacksmith/Tin Smith/Rivetor 10 Nos 385.00 1 Nos 3850.00Light mazdoor 10 Nos 295.00 1 Nos 2950.00Muncipal area alloence 25% 6800.00 1700.00
Rate per MT Total 38320.00Rate for other Floors GF FF SF TFBasic rate per MT 38320.00 38320.00 38320.00 38320.00
680.00 1360.00 2040.00
38320.00 39000.00 39680.00 40360.00Add 14% over heads 0.14 5364.80 5460.00 5555.20 5650.40
Rate per One MT Total 43684.80 44460.00 45235.20 46010.4026
Material
Cost of Mild steel 1.05 MT 44000.00 1 MT 46200.00
cost of binding wire 6 Kg 70.00 1 Kg 420.00LabourBlacksmith/Tin Smith/Rivetor 10 Nos 385.00 1 Nos 3850.00Light mazdoor 10 Nos 295.00 1 Nos 2950.00Muncipal area alloence 25% 6800.00 1700.00
Rate per MT Total 55120.00Rate for other Floors GF FF SF TFBasic rate per MT 55120.00 55120.00 55120.00 55120.00
680.00 1360.00 2040.0055120.00 62895.00 56481.00 57160.00
Add 14% over heads 0.14 7716.80 8805.30 7907.34 8002.40Rate per One MT Total 62836.80 71700.30 64388.35 65162.40
27
Material
Base coat 8mm thick in C.M. (1:5)
Cement 3.17 kgs 5800.00 1000 kgs 18.39
cost of sand for mortor 0.011 cu.m. 1149.25 1 cu.m. 12.64
Top Coat 4mm thick in C.M. (1:3)
Cement 1.92 kgs 5800.00 1000 kgs 11.14
cost of sand for mortor 0.004 cu.m. 1149.25 1 cu.m. 4.60
Labour1st Class Mason 0.063 Nos. 385.00 1 Each 24.262nd Class Mason 0.147 Nos. 345.00 1 Each 50.72Light mazdoor 0.39 Nos. 295.00 1 Each 115.05Muncipal area alloence 25% 190.02 47.51
Basic rate per 1 Sqmt. 284.29
Cost of steel including 5% wastage and overlaps
Lift Charges per MT @10% extra on labour per floor
Providing Mild Steel Bars (Fe 250 grade as per IS 432) of 6mm diameter, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.
Lift Charges per MT @10% extra on labour per floor
Ornamental Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:5) and top coat of 4mm thick in CM (1:3) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)
Page 135
Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 284.29 284.29 284.29 284.29Hire charges of stage scafflding per sqm 2.37 2.37 2.37 2.37
11.95 16.75 21.54 26.33
Add LA on Labour for scaffolding 25% 2.99 4.19 5.39 6.58Lift charges @ 10% extra on each floor 19.00 38.00 57.01
301.60 326.60 351.59 376.58Add 14% over heads 0.14 42.22 45.72 49.22 52.72
Rate per 1 Sqmt. Total 343.82 372.32 400.81 429.3028
MaterialBase coat 8mm thick in C.M. (1:6) Cement 2.64 kgs 5800.00 1000 kgs 15.31cost of sand for mortor 0.011 cu.m. 1149.25 1 cu.m. 12.64Top Coat 4mm thick in C.M. (1:4)Cement 1.44 kgs 5800.00 1000 kgs 8.35cost of sand for mortor 0.004 cu.m. 1149.25 1 cu.m. 4.60Labour1st Class Mason 0.04 Nos. 385.00 1 Each 15.402nd Class Mason 0.1 Nos. 345.00 1 Each 34.50Light mazdoor 0.26 Nos. 295.00 1 Each 76.70Muncipal area alloence 25% 126.60 31.65
Basic rate per 1 Sqmt. 199.15Rate for other Floors GF FF SF TF
Basic rate per 1 Sqmt. 199.15 199.15 199.15 199.150.99 0.99 0.99 0.99
5.87 8.30 10.74 13.18
Add LA on Labour for scaffolding 25% 1.47 2.08 2.69 3.30Lift charges @ 10% extra on each floor 19.00 38.00 57.01
207.48 229.52 251.57 273.63Add 14% over heads 0.14 29.05 32.13 35.22 38.31
Rate per 1 Sqmt. Total 236.55 261.70 286.80 311.95
29
Base coat 16 mm thick in C.M. (1:6)
Cement 4.32 kgs 5800.00 1000 kgs 25.06
cost of sand for mortor 0.018 cu.m. 1149.25 1 cu.m. 20.69Top Coat 4mm thick in C.M. (1:4)Cement 1.44 kgs 5800.00 1000 kgs 8.35cost of sand for mortor 0.004 cu.m. 1149.25 1 cu.m. 4.60Labour
1st Class Mason 0.063 Nos. 385.00 1 Each 24.262nd Class Mason 0.147 Nos. 345.00 1 Each 50.72
Labour charges for stage scaffolding per sqm
Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)
Hire charges of access scafflding pers qm
Labour charges for access scaffolding per sqm
Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., complete for Uneven Surfaces of Brick Wall for finished item of work. (APSS 901,903 & 904)
Page 136
Light mazdoor 0.39 Nos. 295.00 1 Each 115.05Muncipal area alloence 25% 190.02 47.51
Basic rate per 1 Sqmt. 296.22Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 296.22 296.22 296.22 296.22
0.99 0.99 0.99 0.99
5.87 8.30 10.74 13.18
Add LA on Labour for scaffolding 25% 1.47 2.08 2.69 3.30Lift charges @ 10% extra on each floor 19.00 38.00 57.01
304.55 326.59 348.64 370.70Add 14% over heads 0.14 42.64 45.72 48.81 51.90
Rate per 1 Sqmt. Total 347.20 372.35 397.45 422.6030
cost of cement for Cement Mortar (1:4) 5.4 kg 5.80 1 kg 31.32
sand for Cement Mortar (1:4) 0.015 cu.m. 1149.25 1 cu.m. 17.241st Class Mason 0.06 Nos. 385.00 1 Each 23.10Man mazdoor 0.096 Nos. 295.00 1 Each 28.32Muncipal area alloence 25% 51.42 12.86
Rate per 1 Sqmt. Total 112.85Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 112.85 112.85 112.85 112.85
0.99 0.99 0.99 0.995.87 8.30 10.74 13.18
Add LA on Labour for scaffolding 25% 1.47 2.08 2.69 3.30Lift charges @ 10% extra on each floor 5.14 10.28 15.43
121.18 129.36 137.55 145.75Add 14% over heads 0.14 16.97 18.11 19.26 20.41
Rate per 1 Sqmt. Total 138.15 147.50 156.85 166.2031
cost of cement for Cement Mortar (1:4) 7.56 kg 5.80 1 kg 43.85
sand for Cement Mortar (1:4) 0.021 cu.m. 1149.25 1 cu.m. 24.131st Class Mason 0.094 Nos. 385.00 1 Each 36.19Man mazdoor 0.16 Nos. 295.00 1 Each 47.20Muncipal area alloence 25% 83.39 20.85
Rate per 1 Sqmt. Total 172.25Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 172.25 172.25 172.25 172.25
0.99 0.99 0.99 0.995.87 8.30 10.74 13.18
Add LA on Labour for scaffolding 25% 1.47 2.08 2.69 3.30Lift charges @ 10% extra on each floor 8.34 16.68 25.02
180.58 191.96 203.35 214.74Add 14% over heads 0.14 25.28 26.87 28.47 30.06
Rate per 1 Sqmt. Total 205.90 218.85 231.85 244.80
Hire charges of access scafflding pers qm
Labour charges for access scaffolding per sqm
Ornamental Plastering with CM(1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)
Hire charges of access scafflding pers qmLabour charges for access scaffolding per sqm
Plastering with CM(1:4) Prop: 20mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)
Hire charges of access scafflding pers qmLabour charges for access scaffolding per sqm
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32
cost of cement for Cement Mortar (1:3) 10.08 kg 5.80 1 kg 58.46sand for Cement Mortar (1:3) 0.021 cu.m. 1149.25 1 cu.m. 24.13Water proof compound 0.2 Kgs 52.00 1 Kgs 10.401st Class Mason 0.066 Nos. 385.00 1 Each 25.412nd Class Mason 0.154 Nos. 345.00 1 Each 53.13Man Mazdoor 0.37 Nos. 295.00 1 Each 109.15Muncipal area alloence 25% 187.69 46.92
Basic rate per 1 Sqmt. 327.61Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 327.61 327.61 327.61 327.61Lift charges @ 10% extra on each floor 16.23 32.46 48.68
327.61 343.84 360.07 376.29Add 14% over heads 0.14 45.87 48.14 50.41 52.68
Rate per 1 Sqmt. Say 373.50 392.00 410.50 429.00
ing with 33
Material
1.1 Sqmt. 225.85 1 Sqmt. 248.44Cement for Morter and slurry 7.46 Kgs 5800.00 1000 Kgs 43.27Coarse sand for mortor(C.M. 1:8) 0.012 cum 1005.25 1 cum 12.06Machinery
0.1 day 0.00 1 day 0.00LA charges on crew charges 25% 0.00Labour1st Class Mason 0.31 Nos. 385.00 1 Each 119.352nd Class Mason 0.11 Nos. 345.00 1 Each 37.95Man Mazdoor 0.086 Nos. 295.00 1 Each 25.37Muncipal area alloence 25% 182.67 45.67Add water charges @1% on labour 1% 182.67 1.83
Basic rate per 1 Sqmt. 533.93Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 533.93 533.93 533.93 533.93Lift charges @ 10% extra on each floor 18.45 36.90 55.35
533.93 552.38 570.83 589.28Add 14% over heads 0.14 74.75 77.33 79.92 82.50
Rate per 1 Sqmt. Total 608.70 629.75 650.80 671.8034
Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903).
set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, cleaned, moistered and where necessary treated with neat grey cement slurry of honey like consistency spred at3.3 kgs of cement for 1 sqm. and jointed with neat cement paste to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
Flooring with Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, cleaned, moistered and where necessary treated with neat grey cement slurry of honey like consistency spred at3.3 kgs of cement for 1 sqm. and jointed with neat cement paste to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
Cost of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M)
Machine charges for rubbuing/polishing floor
Flooring with Vetrified polished floor tiles of size 598x598x8 mm glossy finished premium colour laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
Page 138
1.05 Sqmt. 1048.00 1 Sqmt. 1100.40
cost of cement for Cement Mortar (1:8) 2.16 kg 5.80 1 kg 12.53
sand for Cement Mortar (1:8) 0.012 cu.m. 1005.25 1 cu.m. 12.06Pointing with CM (1:3) 1 Sqmt. 109.85 1 Sqmt. 109.85
1st Class Mason 0.096 Nos. 385.00 1 Each 36.962nd Class Mason 0.224 Nos. 345.00 1 Each 77.28Man Mazdoor 0.22 Nos. 295.00 1 Each 64.90Woman Mazdoor 0.11 Nos. 295.00 1 Each 32.45
Basic rate per 1 Sqmt. 1446.43Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 1446.43 1446.43 1446.43 1446.43Lift charges @ 10% extra on each floor 21.16 42.32 63.48
1446.43 1467.59 1488.75 1509.91Add 14% over heads 0.14 202.50 205.46 208.43 211.39
Rate per 1 Sqmt. Total 1648.95 1673.10 1697.20 1721.35
35
Material1.1 Sqmt. 225.85 1 Sqmt. 248.44
sand for Cement Mortar (1:3) 0.012 cu.m. 1005.25 1 cu.m. 12.065.76 Kgs 5800.00 1000 Kgs 33.41
Cement for slurry 3.3 Kgs 5800.00 1000 Kgs 19.14Labour1st Class Mason 0.096 Nos. 385.00 1 Each 36.962nd Class Mason 0.224 Nos. 345.00 1 Each 77.28Man Mazdoor 0.31 Nos. 295.00 1 Each 91.45Muncipal area alloence 25% 205.69 51.42Add water charges @1% on labour 1% 205.69 2.06
Basic rate per 1 Sqmt. 572.22Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 572.22 572.22 572.22 572.22Lift charges @ 10% extra on each floor 20.77 41.55 62.32
572.22 592.99 613.77 634.54Add 14% over heads 0.14 80.11 83.02 85.93 88.84
Rate per 1 Sqmt. Total 652.35 676.05 699.70 723.40 fixing of
36
For Raisers of 0.15 Mt. HeightMaterial
1.1 Sqmt. 225.85 1 Sqmt. 248.44sand for Cement Mortar (1:3) 0.012 cu.m. 1005.25 1 cu.m. 12.06
5.76 Kgs 5800.00 1000 Kgs 33.41Cement for slurry 3.3 Kgs 5800.00 1000 Kgs 19.14
Vetrified polished floor tiles of size 598x598x8 mm
with length equal to flooring stones set over a base coat of CM (1:3), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm and jointed with neat cement paste mixed with pigment of matching shade to full depth (joints of stone should be flushed), including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707)
Providing skirting to internal walls 12.5 Cm high withPolished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) with length equal to flooring stones set over a base coat of CM (1:3), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm and jointed with neat cement paste mixed with pigment of matching shade to full depth (joints of stone should be flushed), including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707)
Cost of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M)
cement for Cement Mortar (1:3) base coat
in Single piece with the edges flat nosed and set over a base coat of CM (1:3), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work For raisers (APSS No.701 & 707)
Supplying and fixing of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) in Single piece with the edges flat nosed and set over a base coat of CM (1:3), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work For raisers (APSS No.701 & 707)
Cost of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M)cement for Cement Mortar (1:3) base coat
Page 139
Labour1st Class Mason 0.096 Nos. 385.00 1 Each 36.962nd Class Mason 0.224 Nos. 345.00 1 Each 77.28Man Mazdoor 0.31 Nos. 295.00 1 Each 91.45Flat nosing edges as per BMM-V.14 13.33 Rmt. 8.00 1 Rmt. 106.64Add water charges @1% on labour 1% 205.69 2.06
Basic rate per 1 Sqmt. 627.44Rate for other Floors GF FF SF TF
Basic rate per 1 Sqmt. 627.44 627.44 627.44 627.44Lift charges @ 10% extra on each floor 20.77 41.55 62.32
627.44 648.21 668.99 689.76Add 14% over heads 0.14 87.84 90.75 93.66 96.57
Rate per Sqmt. 715.28 738.96 762.65 786.33 fixing of
37
Treads of 0.30 Mt wide
1.1 Sqmt. 225.85 1 Sqmt. 248.44
jointing compound BMT-M.22 2 Kgs 30.00 1 Kgs 60.00
Cement for jointing 5.46 Kgs 5800.00 1000 Kgs 31.67
Coarse sand for mortor(C.M. 1:8) 0.012 cum 1005.25 1 cum 12.06
Machinery
0.1 day 0.00 1 day 0.00
LA charges on crew charges 25% 0.00
Labour
1st Class Mason 0.31 Nos. 385.00 1 Each 119.352nd Class Mason 0.11 Nos. 345.00 1 Each 37.95Man Mazdoor 0.086 Nos. 295.00 1 Each 25.37Flat nosing edges 6.67 Rmt. 8.00 1 Rmt. 53.36
Basic rate per 1 Sqmt. 588.20Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 588.20 588.20 588.20 588.20Lift charges @ 10% extra on each floor 18.27 36.53 54.80
588.20 606.47 624.73 643.00Add 14% over heads 0.14 82.35 84.91 87.46 90.02
Rate per Sqmt. Say 670.55 691.38 712.19 733.0238
6mm to 12mm HBG metal 0.017 cum 1289.26 1 cum 21.92Sand 0.0085 cum 1005.25 1 cum 8.54Cement 12 Kgs 5800.00 1000 Kgs 69.60PCC bed (1:5:10) 100mm thick 0.10 cum 3182.38 1 cum 318.241st Class Mason 0.125 Nos. 385.00 1 Each 48.132nd Class Mason 0.006 Nos. 345.00 1 Each 2.07Manand women Mazdoor 0.3 Nos. 295.00 1 Each 88.50
557.00Add 14% over heads 0.14 557.00 77.98
in Single piece with the edges flat nosed and set over a base coat of CM (1:8), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work for Treads (APSS No.701 & 707)
Supplying and fixing of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) in Single piece with the edges flat nosed and set over a base coat of CM (1:8), 12mm thick, and fixing in position with neat cement paste including cost and conveyance of all materials like cement, sand, water, stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of stones to the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work for Treads (APSS No.701 & 707)
cost of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M)
Machine charges for rubbuing/polishing floor
In - situ - Granolithic Concrete Flooring 20mm thick with CC(1:1:2) Prop: using 6mm to 12mm size HBG machine crushed metal laid monolithically over 100mm thick CC flooring bed (1:5:10) with 40mm HBG metal in alternate panels of size not exceeding 1.50m x 1.50m and finishing the top surface to required smoothness and slopes, thread lining as directed by the Engineer - in - charge including cost and conveyance of all materials like cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement concrete, laying, curing, lift charges etc., complete for finished item of work (APSS No.701 & 710)
Page 140
Rate per 1 Sqmt. Total 635.0039
MaterialCeramic Tiles 1.05 Sqmt. 465.00 1 Sqmt. 488.25Sand 0.012 cum 1005.25 1 cum 12.06Cement 2.16 Kgs 5800.00 1000 Kgs 12.53Grey Cement for slurry 3.3 Kgs 5800.00 1000 Kgs 19.14White Cement for pointing 0.2 Kgs 29.00 1 Kgs 5.80
Labour
1st Class Mason 0.096 Nos. 385.00 1 Each 36.962nd Class Mason 0.224 Nos. 345.00 1 Each 77.28Man Mazdoor 0.33 Nos. 295.00 1 Each 97.35Muncipal area alloence 25% 211.59 52.90Add water charges @1% on labour 1% 211.59 2.12
Basic rate per 1 Sqmt. 804.38Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 804.38 804.38 804.38 804.38Lift charges @ 10% extra on each floor 21.37 42.74 64.11
804.38 825.75 847.12 868.49Add 14% over heads 0.14 112.61 115.61 118.60 121.59
Rate per Sqmt. 917.00 941.40 965.75 990.1040
white glazed tiles 1.05 Sqmt 348.00 1 Sqmt 365.40
Grey cement 0.33 Kgs 5800.00 1000 Kgs 1.91White cement 0.6 Kgs 29.00 1 Kgs 17.40Cement for Cement Mortar CM (1:5) 3.45 Kgs 5.80 1 Kgs 20.01Sand Mortar CM (1:5) 0.012 Cum 1005.25 1 Cum 12.06
Labour
1st Class Mason 0.077 Nos. 385.00 1 Each 29.65
Man Mazdoor 0.08 Nos. 295.00 1 Each 23.60Muncipal area alloence 25% 53.25 13.31
Basic rate per 1 Sqmt. 483.34Rate for other Floors GF FF SF TFBasic rate per 1 Sqmt. 483.34 483.34 483.34 483.34Lift charges @ 10% extra on each floor 5.32 10.65 15.97
483.34 488.66 493.99 499.31Add 14% over heads 0.14 67.67 68.41 69.16 69.90
Rate per Sqmt. 551.05 557.10 563.15 569.25
Initial Rate as per MBT-M.54 1 Sqm 367.00 1 Sqm 367.00
Add 14% over heads 367.00 0.14 1 51.38
Flooring with Ceramic Tiles of 7.3mm thick 1st. quality of any shade as approved by Engineer - in - charge set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707) in All Floors
Dadooing to walls with white glazed tiles 1st. quality of any size of brand as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work (APSS No.701 & 707) in All Floors
Supplying and fixing of false ceiling using Plaster of Paris Boards 10 mm thick with standard GI ceiling angles, sections perimeter channels including cost and conveyance of all materials and labour charges etc complete
Page 141
Rate per sqm 418.38
41
Primary coat
Lappum 0.1 Kg 300.00 1 kg 30.00
0.07 ltrs 255.00 1 ltr 17.85
1st class painter 0.021 Nos 385.00 each 8.09
2 nd class painter 0.049 Nos 345.00 each 16.91
Add Agency area allowence 0.25 24.99 6.25
two coat of painting
Plastic emulsion paint Grade-1 0.09 ltrs 261.00 1 ltr 23.49
1 st class painter 0.036 Nos 385.00 each 13.86
2 nd class painter 0.084 Nos 345.00 each 28.98
Add Agency area allowence 0.25 42.84 10.71
156.13
Add 14% over heads 0.14 21.86
Rate per 1 sqm total 177.99
42
Plastic emulsion paint Grade-1 0.09 ltrs 261.00 1 ltr 23.49
1 st class painter 0.036 Nos 385.00 each 13.86
2 nd class painter 0.084 Nos 345.00 each 28.98
Add Agency area allowence 0.25 42.84 10.71
77.04
Add 14% over heads 0.14 10.79
Rate per 1 sqm total 87.83
Assistant Engineer Deputy Executive Engineer Executive Engineer Kothagudem PRSD Kothagudem PR Division Kothagudem
Painting to Internal Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over HI-BOND Wall Putty Super Fine (Water Resistant) or Smooth crack free, water resistant finish plaster Wall strong WP/ Zoritek WP or Equivalentand base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)
Supply of wall putty of White Cement or Polymer or Cement based
Painting with weather proof plastic emulson grade -1 paint to interior and exterior faces of 2 coats of approved make shade and colour including self prime coat including cost and conveyence of all materials like plastic emulsinn paint of Grade-1 to site including cost of brushes scaffolding charges, lifiting charges and labour charges such as preparing the wall applying three coats of plastik emlsion etc., complete for finished item of work (APSS No 910,911 7 1201) in all floors
Page 142
DATAS FOR DOORS AND WINDOWS Sno Qty Description of Item Rate Unit Per Amount
1
DOOR SIZE 1.22 x 2.13 mtrs : Area = 2.60 Sqm 1.22 X 2.13 2.6
Sal Wood for Frame
Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cum
Horizental 1 x 1.22 x 0.075 x 0.10 = 0.00915 cum
Total = 0.04110 cum
1x1.11x2.05 = 2.28 Sqm 2.28 sqmABSTRACT
a)MATERIAL
0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 48543.00 1 Cum 1550.95
0.00915 Cost of Sal wood scantling of size up to 2.0 M 48543.00 1 Cum 444.17
2.28 844.00 1 Sqm 1924.32
6.00 MS Hold Fasts 15.00 1 Each 90.00
1.00 164.00 1 Each 164.00
2.00 68.00 1 Each 136.00
2.00 46.00 1 Each 92.00
6.00 31.00 1 Each 186.00
1.00 56.00 1 Each 56.00
2.00 46.00 1 Each 92.00a) LABOUR
0.22 Carpenter class I 380.00 1 day 82.93
0.51 Carpenter class II 320.00 1 day 162.95
0.36 Light mazdoor 280.00 1 day 101.27
2.28 295.00 1 Sqm 672.60
0.25 Add 25% agency allowence 1019.75 1 254.946010.13
Add overheads @ 14% 841.42Rate per / Each 6851.55
Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs
with Sal wood Frame of sections size 75mm x 100mm with Flush Door
Shutter Solid Bond Wood black board type with commercial ply on both faces
of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower
Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm
long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt
hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers
2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of
all materials to site all Labour charges such as Fixing of Door Frame on shutter
Fixing in position , with Hardware fixtures etc., complete for finsihed utem of
work.
35mm thick flush door shutter of soild wood block board type with commercial play on both faces
Flush door shutters, solid bond wood block board type with commercial ply on both faces.: 35 mm thick conforming to IS:2202 of ANAND/ RAAVILA/ KUTTY/ STANDARD/ SHUBHDWAR/ ITP (BMT-N.17)
Cost of MS-Powder Coated Aldrop (IS:2681) 300 mm long(BMT-G.45)
Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 250 mm Long (BMT-G.17)
Cost of MS-Powder Coated Door Handles (IS:208) 150 mm Long (BMT-G.36)
Cost of MS-Powder Coated Butt hinges (IS:205)- 125 mm Long (BMT-G29)
Cost of MS-Powder Coated Flat Latches: 300 mm long (BMT-G.52)
Cost of MS-Powder Coated - Door Stoppers (BMT-G.53)
Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter
Page 143
2
DOOR SIZE 0.76 x 2.13 mtrs : Area = 0.76 X 2.13 1.62Salwood Frame Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cumHorizental 1 x 0.76 x 0.075 x 0.10 = 0.00570 cum Total = 0.03765 cum
1x0.63x2.05 = 1.30 Sqm 1.29 sqmABSTRACT
a)MATERIAL0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 48543.00 1 Cum 1550.950.00570 Cost of Sal wood scantling of size up to 2.0 M 48543.00 1 Cum 276.70
1.29 844.00 1 Sqm 1088.766.00 MS Hold Fasts 10.00 1 Each 60.00
1.00 27.00 1 Each 27.001.00 104.00 1 Each 104.002.00 34.00 1 Each 68.003.00 23.00 1 Each 69.001.00 39.00 1 Each 39.000.48 262.00 1 Sqm 125.76
a) LABOUR0.20 Carpenter class I 380.00 1 day 75.970.47 Carpenter class II 320.00 1 day 149.270.33 Light mazdoor 280.00 1 day 92.77
1.29 295.00 1 Sqm 380.55
0.25 Add 25% agency allowence 698.56 1 174.644282.37
Add overheads @ 14% 599.53Rate per / Each 4881.90
3
Wood
0.04163 Salwood(Frames) (1.61C.Ft/35.31=0.046Cum) 48543.00 1 2020.910.04361 Salwood(Shutters) (2.1C.Ft/35.31=0.059Cum) 48543.00 1 2117.14
Labour0.08524 8287.30 1 706.45
0.25 Add 25% agency allowence 706.45 1 176.61Furniture 5021.11
31.22 Cost of 16mm dia MS Bars 43.00 1 1342.464.00 Cost of Hold fasts12"Long 52.00 1 208.006.00 Cost of Tower Bolts 150mm long (MS) 35.00 1 210.006.00 Cost of Hinges 125mm long (ms) 31.00 1 186.00
6967.57Add overheads @ 14% 975.46
Supply and Fixing of Door with Single leaf shutter, Door Size 0.76x2.13 mtrs with Sal Wood Frame of sections size 75mm x 100mm with Flush Door Shutter
Solid Bond Wood black board type with commercial ply on both faces of 35mm
thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 150mm
long 1 Nos, M.S.Powder Coated Handels 150mm long 1 No, 300mm long
M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt
hinges 3 Nos, 250 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Fixing in position of M.S.Powder Coated Sheet 24
guage of full width of shutter to a height of 0.60 mtrs for interior face and 0.15 mtrs to external face , Sales and Other Taxes cost and convenyance of all
materials to site all Labour charges such as Fixing of Door Frame on shutter
Fixing in position , with Hardware fixtures etc., complte for finsihed item of work.
35mm thick flush door shutter of soild wood block board type with commercial play on both faces
Cost 35mm thick flush door shutter of soild wood block board type with commercial play on both faces(BMT-N.17)
Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 150 mm Long (BMT-G.15)Cost of MS-Powder Coated Aldrop (IS:2681) 250 mm long(BMT-G.44)Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)Cost of MS-Powder Coated Flat Latches: 250 mm long (BMT-G.51)Cost of 24 guage Alluminium Sheet (BMS-W.18)
Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter
Supply and Fixing of Window with Double leaf shutter, Window Size 1.20x1.35 mtrs with Sal Wood Frame and shutters including cost of fixtures such as M.S.Powder Coated Tower Bolts 150mm long 6 Nos, 125mm long M.S.Powder Coated butt hinges 6 Nos, including cost and convenyance of all materials to site all Labour charges such as Fixing of Window Frame on shutter Fixing in position , with Hardware fixtures etc., complte for finsihed item of work.
Labour, wrought and putup in position frames & shutters altogether(vide Standarad Specifivcation)
Page 144
7943.03
4
DOOR SIZE 1.05 x 2.13 mtrs : Area = 1.05 X 2.13 2.24Sal Wood for FrameVerticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cumHorizental 1 x 1.05 x 0.075 x 0.10 = 0.00788 cum Total = 0.03983 cum
1x0.95x2.05 = 1.947 Sqm 1.95 sqmABSTRACT
a)MATERIAL1 0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 48543.00 1 Cum 1550.952 0.00788 Cost of Sal wood scantling of size up to 2.0 M 48543.00 1 Cum 382.28
3 1.95 844.00 1 Sqm 1645.804 6.00 MS Hold Fasts 10.00 1 Each 60.005 1.00 124.00 1 Each 124.006 2.00 51.00 1 Each 102.007 2.00 34.00 1 Each 68.008 6.00 23.00 1 Each 138.009 1.00 50.00 1 Each 50.0010 2.00 34.00 1 Each 68.00
a) LABOUR11 0.21 Carpenter class I 380.00 1 day 80.3612 0.49 Carpenter class II 320.00 1 day 157.9013 0.35 Light mazdoor 280.00 1 day 98.13
1.95 295.00 1 Sqm 575.25
5100.67Add overheads @ 14% 714.09
Rate per / Each 5814.80
5
DOOR SIZE 1.00 x 2.13 mtrs : Area = 2.13 Sqm 0.9 X 2.13 1.92Salwood Frame Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cumHorizental 1 x 1.00 x 0.075 x 0.10 = 0.0075 0.00750 cum Total = 0.0394 0.03945 cum
1x0.875x2.05 = 1.79 Sqm 1.79 sqmABSTRACT
a)MATERIAL1 0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 48543.00 1 Cum 1550.95
Supply and Fixing of Door with Double leaf shutter, Door Size 1.05x2.13 mtrs with Sal Wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, MS Powder coated Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.
35mm thick flush door shutter of soild wood block board type with commercial play on both faces
Cost 35mm thick flush door shutter of soild wood block board type with commercial play on both faces(BMT-N.17)
Cost of 300mm Long M.S.Powder Coated Aldrops(BMT-G.45)Cost of 250 long M.S.Powder Coated Towerbolts (BMT-G.17)Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52)Cost of Door Stoper (BMT-G.53)
Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter
Supply and Fixing of Door with Double leaf shutter, Door Size 1.00x2.13 mtrs
with Sal Wood Frame of sections size 75mm x 100mm with Flush Door
Shutters Solid Bond Wood black board type with commercial ply on both faces
of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower
Bolts 200mm long 2 Nos, M.S.Powder Coated Handels 150mm long 1 No,
300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder
Coated butt hinges 6 Nos, 300 mm long M.S.Powder Coated Flat latch 1No,
Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and
convenyance of all materials to site all Labour charges such as Fixing of Door
Frame on shutter Fixing in position , with Hardware fixtures etc., complete for
finsihed item of work.
35mm thick flush door shutter of soild wood block board type with commercial play on both faces
Page 145
2 0.00750 Cost of Sal wood scantling of size up to 2.0 M 48543.00 1 Cum 364.07
3 1.79 844.00 1 Sqm 1510.764 6.00 MS Hold Fasts 10.00 1 Each 60.005 1.00 134.00 1 Each 134.00
6 2.00 41.00 1 Each 82.007 1.00 37.00 1 Each 37.008 6.00 25.00 1 Each 150.00
9 1.00 54.00 1 Each 54.0010 2.00 37.00 1 Each 74.00
a) LABOUR11 0.21 Carpenter class I 380.00 1 day 79.6012 0.49 Carpenter class II 320.00 1 day 156.4113 0.35 Light mazdoor 280.00 1 day 97.20
1.79 295.00 1 Sqm 528.05
4878.0414 Add overheads @ 14% 682.93
Rate per / Each 5561.00
6
1 rmt 303.00 1 Rmt 303.00
Add overheads @ 14%
Rate per Rmt 303.00
7
1 2205.00 1 sqm 2205.00Add overheads @ 14%
Rate per 1 sqm 2205.00
Cost 35mm thick flush door shutter of soild wood block board type with commercial play on both faces(BMT-N.17)
Cost of 300mm Long M.S.Powder Coated Aldrops(BMT-G.45)
Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 200 mm Long (BMT-G.16)Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)
Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52)Cost of Door Stoper (BMT-G.53)
Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter
Providing and fixing factory made polyvinyl chloride (PVC) Door Frame of the size 50 x 47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitre cut at two corners and joined with 2nos. of 150mm long brackets of 15x15mm M.S. square tube. The two vertical door profiles are to be reinforced with 19x19mm M.S. Square tube of 19 gauge. The door frame shall be fixed to the wall using 65/100mm long M.S. Screws through the frame by using PVC fasteners. A minimum of 4nos. of screws to be provided for each vertical member & minimum 2nos. for horizontal member etc. complete as per manufacturers specification and direction of Engineer-in-Charge for finished item of work
cost of rajasri door frame (BMT-N.01) Item Sl No 643
Providing and fixing 30mm thick Solid panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles, & 15mm x 15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame shall be covered with 5mm thick heat moulded PVC ‘C’ channel of size 30 x 50mm forming stiles, and 5mm thick, 75mm wide PVC sheets for top rail, lock rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail. Panelling of 10mm thick PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with 30mm wide x 5mm thick PVC sheet beading on either side, and joined together with solvent cement adhesive etc. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive. Complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing for finished item of work .
cost of door shutter (BMT-N.02) Item Sl No 644
Page 146
8
a)
4450 1 SQM 4450.00-427.00400.00
Total 4423.00Add 14% overheads 14%Rate per sqmt. 4423.00
b)
5050.00-427.00400.00
Total 5023.00Add 14% overheads 14%Rate per sqmt. 5023.00
9
VENTILATOR SIZE 1.20 x 0.45 mtrs : Area = 0.54 1.2 X 0.45 0.54Angular frame 25 x 25 x 3mm thick
Verticals 1 x 22 x 0.45 = 0.90 mHorizental 1 x2 x 1.20 = 2.40 m
For Hold fasts 1 x 2 x 0.15 = 0.30 Total = 3.60 m 3.96 Kgs
10 mm square rods @ 150 mm c/cVerticals 1 x 7 x 0.45 = 3.15Horizental 1 x2 x 1.22 = 2.40
total 5.55 m 4.357 KgsABSTRACTa)MATERIAL
8.32 Cost of Structural Steel 44.50 1 Cum 370.10a) LABOUR
8.32 Fabrication Charges BMM.V.14 18.00 1 Kg 149.708.32 Fixing Charges BMM-V.15 3.50 1 Kg 29.11
548.91Add overheads @ 14% 76.85
Rate per / Each 625.75
NCL or Equivalent Eco 3000 Series Windows with Galvalume Corrugated sheet.
Providing and Fixing of windows made of pre-painted steel (Base steel as per IS 513 of 0.6 mm thick galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 47x20mm and fixed panel beading section should be 12x12mm. Outer frame and mullions to have rebate for Galvalume corrugated sheet shutter and a 20mm provision for Guard bars/Grills. The sections are to be cut to length metre joined with corner bracket. Centre mullion is to be fixed with mullion cap. Seccolor Handle, seccolor stay, 2 nos. of Stainless Steel heavy duty Pivot hinges shall be provided per shutter. The windows should be panelled with 0.60 mm thick Galvalume corrugated sheet (BMS-W.55). The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, Including 10mm Square guard bars with 6” (152.4mm) pitch etc., complete for finished item of work.
Centre fixed both side openable shutter window 5’0”x4’0” (1524mm x1219.2mm). Outer frame section size of 48x50mm. Shutter frame section size of 48x25mm. Mullion section size of 48x50mm. Fixed beading section size of 12x12mm.
basic rate as per ssr item no 743 item code BMT-P.26Deduct 5 mm plain glass BMT-I.02Add 0.5 mm thick Galvalume corrugated sheet BMS-W.55
Double shutter Window with vertical mullion 3’0” x 4’0” ( 914.4mm x 1219.2mm) outer frame section size of 72x50mm shutter frame section size of 48x25mm. Mullion section size of 72x50mm.
basic rate as per ssr item no 746 item code BMT-P.25Deduct 5 mm plain glass BMT-I.02Add 0.5 mm thick Galvalume corrugated sheet BMS-W.55
Supply and Fixing of Ventilator of size 1.22 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work
Page 147
Page 148
10
VENTILATOR SIZE 1.00 x 0.45 mtrs : Area = 0.45 1 X 0.45 0.45Angular frame 25 x 25 x 3mm thick
Verticals 1 x 2 x 0.45 = 0.90 mHorizental 1 x2 x 1.00 = 2.00 m
For Hold fasts 1 x 2 x 0.15 = 0.30 Total = 3.20 m 3.52 Kgs
10 mm square rods @ 150 mm c/cVerticals 1 x 5 x 0.45 = 2.25Horizental 1 x2 x 1.00 = 2.00
total 4.25 m 3.336 KgsABSTRACTa)MATERIAL
6.86 Cost of Structural Steel 44.50 1 Cum 305.10a) LABOUR
6.86 Fabrication Charges BMM.V.14 18.00 1 Kg 123.416.86 Fixing Charges BMM-V.15 3.50 1 Kg 24.00
452.51Add overheads @ 14% 63.35
Rate per / Each 515.86
11
VENTILATOR SIZE 0.90 x 0.45 mtrs : Area = 0.41 0.9 X 0.45 0.405Angular frame 25 x 25 x 3mm thick
Verticals 1 x 2 x 0.45 = 0.90 mHorizental 1 x2 x 0.90 = 1.80 m
For Hold fasts 1 x 2 x 0.15 = 0.30 Total = 3.00 m 3.3 Kgs
10 mm square rods @ 150 mm c/cVerticals 1 x 5 x 0.45 = 2.25Horizental 1 x2 x 0.90 = 1.80
total 4.05 m 3.179 KgsABSTRACTa)MATERIAL
6.48 Cost of Structural Steel 44.50 1 Cum 288.33a) LABOUR
6.48 Fabrication Charges BMM.V.14 18.00 1 Kg 116.636.48 Fixing Charges BMM-V.15 3.50 1 Kg 22.68
427.63Add overheads @ 14% 59.87
Rate per / Each 487.50
12
GRILL SIZE 3.60x1.50 mtrs : Area = 5.40 3.6 X 1.5 5.4Angular frame 25 x 25 x 3mm thick
Verticals 1 x 2 x 1.50 = 3.00 mHorizental 1 x2 x 3.60 = 7.20 m
For Hold fasts 1 x 2 x 0.15 = 0.30 Total = 10.50 m 11.55 Kgs
10 mm square rods @ 150 mm c/cVerticals 1 x 19 x 1.50 = 28.50
Horizental 1 x9 x 3.6 = 32.40total 60.90 m 47.81 Kgs
ABSTRACTa)MATERIAL
59.36 Cost of Structural Steel 44.50 1 Cum 2641.36a) LABOUR
59.36 Fabrication Charges BMM.V.14 18.00 1 Kg 1068.4259.36 Fixing Charges BMM-V.15 3.50 1 Kg 207.75
3917.53Add overheads @ 14% 548.45
Rate per / Each 4465.98
Supply and Fixing of Ventilator of size 1.00 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work
Supply and Fixing of Ventilator of size 0.90 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work
Supply and Fixing of Balcony Grill of size 3.60 x 1.50 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work
Page 149
13
1 rmt 228.00 1 Rmt 228.00Add overheads @ 14%
Rate per Rmt 228.00
14
Area of Shutter = 0.70x2.00= 1.40 sqm 1.4 1 Sqm1.4 1100.00 1 Sqm 1540.002 37.00 1 Each 74.003 25.00 1 Each 75.002 MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 150 mm Long BMT-G.15) 29.00 1 Each 58.001 MS-Powder Coated Aldrop (IS:2681) 200 mm longBMT - G.43) 86.00 1 Each 86.00
1.4295.00 1 Sqm 413.00
2246.00Rate per Sqm 1604.00
Add overheads @ 14% 224.56
Rate per sqmt 1829.00
Deputy Executive Engineer(R&B) Executive Engineer (R&B)(R&B) Kothagudem Sub-Division Kothagudem Spl Division Kothagudem
Supply and fixing Sintex or equivalen PVC door frames made from extruded sections in overall dimensions of 40 X 48mm having a wall thickness of 1.5mm with usual process variation of ± 0.3mm, complete, for finished item of work t.
cost of rajasri door frame (BMT-N.37) Item Sl No 679
PVC Door shutter conforming to IS: 10151-1982, the infill panel made of seamless one piece multi chamber PVC extruded sections having overall dimensions of 610 mm x 20 mm with wall thickness of 1mm + 0.2mm with the top and bottom edges of the shutter covered with end cap of the size 20 mm x 11 mm with the door shutter to be reinforced with special polymeric reinforcements as per drawing for hardware’s and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places.for finished item of work.
cost of Syntex PVC door shutter (BMT-N.65) Item Sl No 707Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)
Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter
Engineer
DOORS & WINDOWS
1
Size : 1.05 x 1.95Vertical port 1 X 2 X 1.95 X 0.075 X 0.10 = 0.02925Horizontal Port 1 X 2 X 1.05 X 0.075 X 0.10 = 0.01575
0.0449Styels 2 X 2 X 1.8 X 0.10 X 0.030 = 0.021Rails 2 X 3 X 0.5 X 0.10 X 0.030 = 0.009Planks 2 x 2 x 0.80 x 0 .40 x 0.025 0.032
0.06200
0.0449 cost of wood for frames x 48543 2,179.580.062 cost of for planks x 65512 4,061.74
2.04 sqm Cost of labour charges @ 475.00 969.00300 mm aldrop 2 x 250 500.009 " long aluminiam tower bolt 2 x 150 300.0025 % agency allowence 242.25150 mm long M.S Hinges 360.00
8,612.57
2
Size : 0.45 x 1.06 0.47
Vertical styles 1 2 1.06 0.1 0.03 0.0064Horizontal Rails 1 2 0.45 0.1 0.03 0.0027Planks 1 2 0.45 0.35 0.025 0.0079
0.01700
0.01700 cost of for planks x 65512 1,113.70
0.47 sqm Cost of labour charges @ 601.00 282.476 " long aluminiam tower bolt 2 @ 1000 300.0025 % agency allowence 70.61100 mm long M.S Hinges 3 No.s 180.00
1,946.78
3
Size : 1.22 x 0.40 0.48
Vertical styles 1 2 1.22 0.10 0.03 0.0073Horizontal Rails 1 3 0.44 0.10 0.03 0.0040Planks 1 2 0.35 0.50 0.025 0.0088
0.0201
0.0201 cost of for planks x 49441 1,316.79
0.48 sqm Cost of labour charges @ 601.00 288.48
Supply and Fixing of non teak wood door of size 1.05 x 1.95 with fully pannealed including cost and conveyence of all charges
Supply and Fixing of non teak wood Window Shutters of size 0.45 x 1.06 with fully pannealed including cost and conveyence of all charges
Supply and Fixing of non teak wood Window shutters of size 0.40x1.22 with fully pannealed including cost and conveyence of all charges
6 " long aluminiam tower bolt 2 @ 60 120.0025 % agency allowence 72.31100 mm long M.S Hinges 3 No.s 120.00
1,917.58
4 Supply and Fixing of G.I. Sheet doors of size 0.70 x 1.65 mtrs for toilets.
Size : 0.70 x 1.65
Vertical port 1 2 1.65 0.10 0.03 0.0099Horizontal Port 1 2 0.7 0.10 0.03 0.0042
0.0141
0.014 cost of for planks x 49441 697.11
1.15 Sqm cost of GI Sheet 160.00 299.001.15 Sqm Cost of labour charges @ 193.00 221.95150 mm M.S. Hinges @ 2 x 100 200.002 No.s M.S. Pedastal @ 2 X 60 120.0025 % agency allowence 55.48
1593.54
DOOR SIZE 1.05 X 2.10AREA OF THE DOOR 2.2050 SqmTHEORITICAL REQUIREMENT
1Verticals (L - Angle) 2 2.10 4.20Hrizontel (L - Angle) 2 1.05 2.10Hold fasts 6 0.23 1.38
7.68 RmtEqualent weight 3.50 Kgs/ Rmt
7.68 3.50 26.88 Kgs
2Verticals (L - Angle) 4 2.085 8.34Hrizontel (L - Angle) 6 1.035 6.21
14.55 RmtEqualent weight 3.00 Kgs/ Rmt
14.55 3.00 43.65 Kgs3 18 Guage MS Sheet 1.035 2.09 2.158
9.80 Kgs/ Sqm2.16 9.80 21.15 Kgs
Total Weight 62.58 Kgs
Supply and fixing of 18guage M.S. plain sheet DOOR of size 1.05x2.10m (Single Shutters)with outer angle frame of rolled steel equal angle ISA 4040 of size 40mmx 40mmx 6mm and inner shutter angle frame of rolled steel equal ISA 3535 angle of size 35mm x 35mm x 6mm and welded with fixtures such as P.S. Powder coated 300mm long aldrop and 2No.s of 100mm long tower bolts, door handles including red oxide primer of grade-1 quality including coat and convence of all materials and fabrication charges for finished item of work
OUTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 4040- 40mm x 40mm x 6mm
INNER SHUTTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 3535- 35mm x 33mm x 6mm
4 Data For Red Oxide PrimerCost of Red Oxide Grade 1 quality 0.6 Lit 130.00 78.00Painter 1st Class 0.21 No.s 440.00 92.40Painter 2nd Class 0.49 No.s 345.00 169.05Municipal area allowence 25% 261.45 65.36
404.81 10SqmABSTRACT QTY RATE AMOUNT
1 26.88 Kgs 44.50 Kgs 1196.16
2 43.65 Kgs 44.50 Kgs 1942.43
3 18 Guage MS Sheet 21.15 Kgs 43.00 Kgs 909.37
4 Data For Red Oxide Primer 4.41 10Sqm 40.48 Sqm 178.52
5 62.58 Kgs 20.00 Kgs 1251.56
Municipal area allowence 25% 1251.56 312.895790.93
Add 14% Overheads 14% 5790.93 810.73Rate per Each Door 6601.66
DOOR SIZE 0.75 X 2.10AREA OF THE DOOR 1.5750 SqmTHEORITICAL REQUIREMENT
Verticals (L - Angle) 2 2.10 4.20Hrizontel (L - Angle) 2 0.75 1.50Hold fasts 6 0.23 1.38
7.08 RmtEqualent weight 3.50 Kgs/ Rmt
7.08 3.50 24.78 Kgs
Verticals (L - Angle) 2 2.085 4.17Hrizontel (L - Angle) 3 0.735 2.21
6.38 RmtEqualent weight 3.00 Kgs/ Rmt
6.38 3.00 19.13 Kgs18 Guage MS Sheet 0.735 2.09 1.532
9.80 Kgs/ Sqm1.53 9.80 15.02 Kgs
Total Weight 46.17 KgsData For Red Oxide PrimerCost of Red Oxide Grade 1 quality 0.6 Lit 130.00 78.00Painter 1st Class 0.21 No.s 440.00 92.40Painter 2nd Class 0.49 No.s 345.00 169.05Municipal area allowence 0.25 261.45 65.36
404.81 10Sqm
OUTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 4040- 40mm x 40mm x 6mm
INNER SHUTTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 3535- 35mm x 33mm x 6mm
Labour Charges for Fabrication of Steel Door BMM-V.14
Supply and fixing of 18guage M.S. plain sheet DOOR of size 0.75x2.10m (single Shutters)with outer angle frame of rolled steel equal angle ISA 4040 of size 40mmx 40mmx 6mm and inner shutter angle frame of rolled steel equal ISA 3535 angle of size 35mm x 35mm x 6mm and welded with fixtures such as P.S. Powder coated 300mm long aldrop and 2No.s of 100mm long tower bolts, door handles including red oxide primer of grade-1 quality including coat and convence of all materials and fabrication charges for finished item of work
40mm x 6mm
INNER SHUTTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 3535- 35mm x 33mm x 6mm
ABSTRACT QTY RATE AMOUNT
24.78 Kgs 44.50 Kgs 1102.71
19.13 Kgs 44.50 Kgs 851.06
18 Guage MS Sheet 15.02 Kgs 43.00 Kgs 645.78Data For Red Oxide Primer 3.15 10Sqm 40.48 Sqm 127.52
46.17 Kgs 20.00 Kgs 923.47
Municipal area allowence 25% 923.47 230.873881.41
Add 14% Overheads 14% 3881.41 543.40Rate per Each Door 4424.80
WINDOW SIZE 1.50 X 1.35AREA OF THE DOOR 2.0250 SqmTHEORITICAL REQUIREMENT
Verticals (L - Angle) 2 1.35 2.70Verticals (T - Angle) 2 1.35 2.70Hrizontel (L - Angle) 2 1.50 3.00Hold fasts 6 0.23 1.38
9.78 RmtEqualent weight 3.50 Kgs/ Rmt
9.78 3.50 34.23 Kgs
Verticals (L - Angle) 6 1.335 8.01Hrizontel (L - Angle) 9 0.490 4.41
12.42 RmtEqualent weight 1.40 Kgs/ Rmt
12.42 1.40 17.39 Kgs18 Guage MS Sheet 3 0.490 1.34 1.962
9.80 Kgs/ Sqm1.96 9.80 19.23 Kgs
10mm Square bars 14 1.35 18.900.78 Kgs/ Rmt
18.90 0.78 14.74 Kgs
Total Weight 80.62 KgsData For Red Oxide PrimerCost of Red Oxide Grade 1 quality 0.6 Lit 130.00 78.00Painter 1st Class 0.21 No.s 440.00 92.40Painter 2nd Class 0.49 No.s 345.00 169.05Municipal area allowence 0.25 261.45 65.36
404.81 10SqmABSTRACT QTY RATE AMOUNT
OUTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 4040- 40mm x 40mm x 6mm
INNER SHUTTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 3535- 35mm x 33mm x 6mm
Labour Charges for Fabrication of Steel Door BMM-V.14
Supply and fixing of 18guage M.S. plain sheet WINDOW of size 1.50x1.35m (Triple Shutters)with outer angle frame of rolled steel equal angle ISA 4040 of size 40mmx 40mmx 6mm and inner shutter angle frame of rolled steel equal ISA 2525 angle of size 55mm x 25mm x 6mm and welded with fixtures such as P.S. Powder coated 300mm long aldrop and 2No.s of 100mm long tower bolts, door handles including red oxide primer of grade-1 quality including coat and convence of all materials and fabrication charges for finished item of work
40mm x 6mm
3535- 35mm x 33mm x 6mm
34.23 Kgs 44.50 Kgs 1523.24
17.39 Kgs 44.50 Kgs 773.77
18 Guage MS Sheet 19.23 Kgs 43.00 Kgs 826.9810mm Square bars 14.74 Kgs 44.50 Kgs 656.02Data For Red Oxide Primer 4.05 10Sqm 40.48 Sqm 163.95
80.62 Kgs 20.00 Kgs 1612.48
Municipal area allowence 25% 1612.48 403.125959.56
Add 14% Overheads 14% 5959.56 834.34Rate per Each Door 6793.90
OUTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 4040- 40mm x 40mm x 6mm
INNER SHUTTER ANGULAR FRAME OF ROLLED STEEL EQUAL ANGLE ISA 3535- 35mm x 33mm x 6mm
Labour Charges for Fabrication of Steel Door BMM-V.14
Asst. EngineerTW/ Gundala
Dy. Executive EngineerTW/ SD/Sudimalla
Executive EngineerTW/ Division/Bhadrachalam
Asst. EngineerTW/ Gundala
Dy. Executive EngineerTW/ SD/Sudimalla
Executive EngineerTW/ Division/Bhadrachalam
DOORS & WINDOWS
Supply and Fixing of non teak wood door of size 1.05 x 1.95 with fully pannealed including cost and conveyence of
Supply and Fixing of non teak wood Window Shutters of size 0.45 x 1.06 with fully pannealed including cost and
Supply and Fixing of non teak wood Window shutters of size 0.40x1.22 with fully pannealed including cost and
Supply and Fixing of G.I. Sheet doors of size 0.70 x 1.65 mtrs for toilets.
Executive EngineerTW/ Division/Bhadrachalam
Executive EngineerTW/ Division/Bhadrachalam
D&W DATA (1) P No 168
DATAS FOR DOORS AND WINDOWS Sno Qty Description of Item Rate Unit Per Amount
DOOR SIZE 1.52 x 2.13 mtrs : Area = 3.24 Sqm 1.52 X 2.13 3.24Sal Wood for FrameVerticals 2 x 2.13 x 0.075 x 0.10 = 0.0319 0.03195 cumHorizental 1 x 1.52 x 0.075 x 0.10 = 0.00864 0.01140 cum Total = 0.04054 0.04335 cum
1x1.41x2.05 = 2.89 Sqm 2.89 sqmABSTRACT
a)MATERIAL1 0.03195 Cost of Sal wood scantling of any size BMT-E-015 Item Sl No 122 40012.00 1 Cum 1278.382 0.01140 Cost of Sal wood scantling of any size BMT-E-015 40012.00 1 Cum 456.14
3 2.89 734.00 1 Sqm 2121.264 6.00 MS Hold Fasts 10.00 1 Each 60.005 1.00 124.00 1 Each 124.006 2.00 51.00 1 Each 102.007 2.00 34.00 1 Each 68.008 6.00 23.00 1 Each 138.009 1.00 50.00 1 Each 50.0010 2.00 34.00 1 Each 68.00
a) LABOUR11 0.23 Carpenter class I 385.00 1 day 88.6212 0.54 Carpenter class II 345.00 1 day 185.3013 0.38 Light mazdoor 295.00 1 day 112.54
2.89 324.00 1 Sqm 936.36
14 Add overheads @ 14%Rate per / Each
1
DOOR SIZE 2.00 x 2.13 mtrs : Area = 4.26 Sqm 2 X 2.13 4.26
Sal Wood for Frame
Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cum
Horizental 1 x 2.00 x 0.075 x 0.10 = 0.01500 cum
Supply and Fixing of Door with Double leaf shutter, Door Size 1.52x2.13 mtrs
with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter
Solid Bond Wood black board type with commercial ply on both faces of 35mm
thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm
long 2 Nos, M.S.Powder Coated Handles 150mm long 2 Nos, 300mm long
M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt
hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers
2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of
all materials to site all Labour charges such as Fixing of Door Frame and
shutter Fixing in position , with Hardware fixtures etc., complete for finsihed
utem of work.
35mm thick flush door shutter of soild wood block board type with commercial play on both faces
Flush door shutters, solid bond wood block board type with commercial ply on both faces.: 35 mm thick conforming to IS:2202 of ANAND/ RAAVILA/ KUTTY/ STANDARD/ SHUBHDWAR/ ITP (BMT-N.17)
Cost of 300mm Long M.S.Powder Coated Aldrops(BMT-G.45)Cost of 250 long M.S.Powder Coated Towerbolts (BMT-G.17)Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52)Cost of Door Stoper (BMT-G.53)
Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter
Supply and Fixing of Door with Double leaf shutter, Door Size 2.00x2.13 mtrs
with Sal wood Frame of sections size 75mm x 100mm with Flush Door
Shutter Solid Bond Wood black board type with commercial ply on both faces
of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower
Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm
long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt
hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers
2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of
all materials to site all Labour charges such as Fixing of Door Frame on shutter
Fixing in position , with Hardware fixtures etc., complete for finsihed utem of
work.
D&W DATA (1) P No 169
Total = 0.04695 cum
1x1.89x2.05 = 3.87 Sqm 3.87 sqmABSTRACT
a)MATERIAL
1 0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 40012.00 1 Cum 1278.38
2 0.01500 Cost of Sal wood scantling of size up to 2.0 M 40012.00 1 Cum 600.18
3 3.87 734.00 1 Sqm 2840.58
4 6.00 MS Hold Fasts 10.00 1 Each 60.00
5 1.00 134.00 1 Each 134.00
6 2.00 55.00 1 Each 110.00
7 2.00 37.00 1 Each 74.00
8 6.00 25.00 1 Each 150.00
9 1.00 54.00 1 Each 54.00
10 2.00 37.00 1 Each 74.00a) LABOUR
11 0.22 Carpenter class I 385.00 1 day 84.02
12 0.51 Carpenter class II 345.00 1 day 175.68
13 0.36 Light mazdoor 295.00 1 day 106.70
3.87 324.00 1 Sqm 1253.88
6995.4214 Add overheads @ 14% 979.36
Rate per / Each 7974.80
2
DOOR SIZE 1.22 x 2.13 mtrs : Area = 2.60 Sqm 1.22 X 2.13 2.6
Sal Wood for Frame
Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cum
Horizental 1 x 1.22 x 0.075 x 0.10 = 0.00915 cum
Total = 0.04110 cum
1x1.11x2.05 = 2.28 Sqm 2.28 sqmABSTRACT
a)MATERIAL
1 0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 40012.00 1 Cum 1278.38
2 0.00915 Cost of Sal wood scantling of size up to 2.0 M 40012.00 1 Cum 366.11
3 2.28 734.00 1 Sqm 1673.52
4 6.00 MS Hold Fasts 10.00 1 Each 60.00
5 1.00 134.00 1 Each 134.00
35mm thick flush door shutter of soild wood block board type with commercial play on both faces
Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick
Cost of MS-Powder Coated Aldrop (IS:2681) 300 mm long(BMT-G.45)
Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 250 mm Long (BMT-G.17)
Cost of MS-Powder Coated Door Handles (IS:208) 150 mm Long (BMT-G.36)
Cost of MS-Powder Coated Butt hinges (IS:205)- 125 mm Long (BMT-G29)
Cost of MS-Powder Coated Flat Latches: 300 mm long (BMT-G.52)
Cost of MS-Powder Coated - Door Stoppers (BMT-G.53)
Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter
Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs
with Sal wood Frame of sections size 75mm x 100mm with Flush Door
Shutter Solid Bond Wood black board type with commercial ply on both faces
of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower
Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm
long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt
hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers
2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of
all materials to site all Labour charges such as Fixing of Door Frame on shutter
Fixing in position , with Hardware fixtures etc., complete for finsihed utem of
work.
35mm thick flush door shutter of soild wood block board type with commercial play on both faces
Flush door shutters, solid bond wood block board type with commercial ply on both faces.: 35 mm thick conforming to IS:2202 of ANAND/ RAAVILA/ KUTTY/ STANDARD/ SHUBHDWAR/ ITP (BMT-N.17)
Cost of MS-Powder Coated Aldrop (IS:2681) 300 mm long(BMT-G.45)
D&W DATA (1) P No 170
6 2.00 55.00 1 Each 110.00
7 2.00 37.00 1 Each 74.00
8 6.00 25.00 1 Each 150.00
9 1.00 54.00 1 Each 54.00
10 2.00 37.00 1 Each 74.00a) LABOUR
11 0.22 Carpenter class I 385.00 1 day 84.02
12 0.51 Carpenter class II 345.00 1 day 175.68
13 0.36 Light mazdoor 295.00 1 day 106.70
2.28 324.00 1 Sqm 738.72
5079.1314 Add overheads @ 14% 711.08
Rate per / Each 5790.25
3
DOOR SIZE 0.90 x 2.13 mtrs : Area = 1.92 sqm 0.9 X 2.13 1.92
Sal Wood for Frame
Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cum
Horizental 1 x 0.90 x 0.075 x 0.10 = 0.00675 cum
Total = 0.03870 cum
1x0.78x2.05 = 1.599 1.6 sqm
ABSTRACT
a)MATERIAL
1 0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 40012.00 1 Cum 1278.38
2 0.00675 Cost of Sal wood scantling of size up to 2.0 M 40012.00 1 Cum 270.08
3 1.6 734.00 1 Sqm 1174.40
4 6.00 MS Hold Fasts 10.00 1 Each 60.00
5 1.00 134.00 1 Each 134.00
6 2.00 55.00 1 Each 110.00
7 1.00 37.00 1 Each 37.00
8 3.00 25.00 1 Each 75.00
9 1.00 54.00 1 Each 54.00
10 1.00 37.00 1 Each 37.00
a) LABOUR
11 0.21 Carpenter class I 385.00 1 day 79.12
12 0.48 Carpenter class II 345.00 1 day 165.43
13 0.34 Light mazdoor 295.00 1 day 100.47
1.60 324.00 1 Sqm 518.40
4093.28
14 Add overheads @ 14% 573.06
Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 250 mm Long (BMT-G.17)
Cost of MS-Powder Coated Door Handles (IS:208) 150 mm Long (BMT-G.36)
Cost of MS-Powder Coated Butt hinges (IS:205)- 125 mm Long (BMT-G29)
Cost of MS-Powder Coated Flat Latches: 300 mm long (BMT-G.52)
Cost of MS-Powder Coated - Door Stoppers (BMT-G.53)
Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter
Supply and Fixing of Door with Single leaf shutter, Door Size 0.90x2.13 mtrs with Sal Wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, M.S.Powder Coated Handels 150mm long 1 No, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 3 Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work. D6
35mm thick flush door shutter of soild wood block board type with commercial play on both faces
Cost 35mm thick flush door shutter of soild wood block board type with commercial play on both faces(BMT-N.17)
Cost of 300mm Long M.S.Powder Coated Aldrops(BMT-G.45)
Cost of 250 long M.S.Powder Coated Towerbolts (BMT-G.17)
Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)
Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)
Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52)
Cost of Door Stoper (BMT-G.53)
Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter
D&W DATA (1) P No 171
Rate per / Each 4666.35
4
DOOR SIZE 1.00 x 2.13 mtrs : Area = 2.13 Sqm 0.9 X 2.13 1.92Salwood Frame Verticals 2 x 2.13 x 0.075 x 0.10 = 0.03195 cumHorizental 1 x 1.00 x 0.075 x 0.10 = 0.0075 0.00750 cum Total = 0.0394 0.03945 cum
1x0.875x2.05 = 1.79 Sqm 1.79 sqmABSTRACT
a)MATERIAL1 0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 40012.00 1 Cum 1278.382 0.00750 Cost of Sal wood scantling of size up to 2.0 M 40012.00 1 Cum 300.09
3 1.79 734.00 1 Sqm 1313.864 6.00 MS Hold Fasts 10.00 1 Each 60.005 1.00 134.00 1 Each 134.00
6 2.00 41.00 1 Each 82.007 1.00 37.00 1 Each 37.008 6.00 25.00 1 Each 150.00
9 1.00 54.00 1 Each 54.0010 2.00 37.00 1 Each 74.00
a) LABOUR11 0.21 Carpenter class I 385.00 1 day 80.6512 0.49 Carpenter class II 345.00 1 day 168.6313 0.35 Light mazdoor 295.00 1 day 102.41
1.79 324.00 1 Sqm 579.96
4414.9814 Add overheads @ 14% 618.10
Rate per / Each 5033.10
5
1 rmt 303.00 1 Rmt 303.00
Add overheads @ 14%
Rate per Rmt 303.00
Supply and Fixing of Door with Double leaf shutter, Door Size 1.00x2.13 mtrs
with Sal Wood Frame of sections size 75mm x 100mm with Flush Door
Shutters Solid Bond Wood black board type with commercial ply on both faces
of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower
Bolts 200mm long 2 Nos, M.S.Powder Coated Handels 150mm long 1 No,
300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder
Coated butt hinges 6 Nos, 300 mm long M.S.Powder Coated Flat latch 1No,
Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and
convenyance of all materials to site all Labour charges such as Fixing of Door
Frame on shutter Fixing in position , with Hardware fixtures etc., complete for
finsihed item of work.
35mm thick flush door shutter of soild wood block board type with commercial play on both faces
Cost 35mm thick flush door shutter of soild wood block board type with commercial play on both faces(BMT-N.17)
Cost of 300mm Long M.S.Powder Coated Aldrops(BMT-G.45)
Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 200 mm Long (BMT-G.16)Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)
Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52)Cost of Door Stoper (BMT-G.53)
Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter
Providing and fixing factory made polyvinyl chloride (PVC) Door Frame of the size 50 x 47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitre cut at two corners and joined with 2nos. of 150mm long brackets of 15x15mm M.S. square tube. The two vertical door profiles are to be reinforced with 19x19mm M.S. Square tube of 19 gauge. The door frame shall be fixed to the wall using 65/100mm long M.S. Screws through the frame by using PVC fasteners. A minimum of 4nos. of screws to be provided for each vertical member & minimum 2nos. for horizontal member etc. complete as per manufacturers specification and direction of Engineer-in-Charge for finished item of work
cost of rajasri door frame (BMT-N.01) Item Sl No 643
D&W DATA (1) P No 172
6
1 2205.00 1 sqm 2205.00Add overheads @ 14%
Rate per 1 sqm 2205.00
7
a)
4450 1 SQM 4450.00-427.00400.00
Total 4423.00Add 14% overheads 14%Rate per sqmt. 4423.00
b)
5050.00-427.00400.00
Total 5023.00Add 14% overheads 14%Rate per sqmt. 5023.00
8
VENTILATOR SIZE 1.20 x 0.45 mtrs : Area = 0.54 1.2 X 0.45 0.54
Providing and fixing 30mm thick Solid panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles, & 15mm x 15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame shall be covered with 5mm thick heat moulded PVC ‘C’ channel of size 30 x 50mm forming stiles, and 5mm thick, 75mm wide PVC sheets for top rail, lock rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail. Panelling of 10mm thick PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with 30mm wide x 5mm thick PVC sheet beading on either side, and joined together with solvent cement adhesive etc. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive. Complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing for finished item of work .
cost of door shutter (BMT-N.02) Item Sl No 644
NCL or Equivalent Eco 3000 Series Windows with Galvalume Corrugated sheet.
Providing and Fixing of windows made of pre-painted steel (Base steel as per IS 513 of 0.6 mm thick galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 47x20mm and fixed panel beading section should be 12x12mm. Outer frame and mullions to have rebate for Galvalume corrugated sheet shutter and a 20mm provision for Guard bars/Grills. The sections are to be cut to length metre joined with corner bracket. Centre mullion is to be fixed with mullion cap. Seccolor Handle, seccolor stay, 2 nos. of Stainless Steel heavy duty Pivot hinges shall be provided per shutter. The windows should be panelled with 0.60 mm thick Galvalume corrugated sheet (BMS-W.55). The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, Including 10mm Square guard bars with 6” (152.4mm) pitch etc., complete for finished item of work.
Centre fixed both side openable shutter window 5’0”x4’0” (1524mm x1219.2mm). Outer frame section size of 48x50mm. Shutter frame section size of 48x25mm. Mullion section size of 48x50mm. Fixed beading section size of 12x12mm.
basic rate as per ssr item no 743 item code BMT-P.26Deduct 5 mm plain glass BMT-I.02Add 0.5 mm thick Galvalume corrugated sheet BMS-W.55
Double shutter Window with vertical mullion 3’0” x 4’0” ( 914.4mm x 1219.2mm) outer frame section size of 72x50mm shutter frame section size of 48x25mm. Mullion section size of 72x50mm.
basic rate as per ssr item no 746 item code BMT-P.25Deduct 5 mm plain glass BMT-I.02Add 0.5 mm thick Galvalume corrugated sheet BMS-W.55
Supply and Fixing of Ventilator of size 1.22 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work
D&W DATA (1) P No 173
Angular frame 25 x 25 x 3mm thickVerticals 1 x 22 x 0.45 = 0.90 m
Horizental 1 x2 x 1.20 = 2.40 mFor Hold fasts 1 x 2 x 0.15 = 0.30
Total = 3.60 m 3.96 Kgs
10 mm square rods @ 150 mm c/cVerticals 1 x 7 x 0.45 = 3.15Horizental 1 x2 x 1.22 = 2.40
total 5.55 m 4.357 KgsABSTRACTa)MATERIAL
8.32 Cost of Structural Steel 44.50 1 Cum 370.10a) LABOUR
8.32 Fabrication Charges BMM.V.14 18.00 1 Kg 149.708.32 Fixing Charges BMM-V.15 3.50 1 Kg 29.11
548.91Add overheads @ 14% 76.85
Rate per / Each 625.75
9
VENTILATOR SIZE 1.00 x 0.45 mtrs : Area = 0.45 1 X 0.45 0.45Angular frame 25 x 25 x 3mm thick
Verticals 1 x 2 x 0.45 = 0.90 mHorizental 1 x2 x 1.00 = 2.00 m
For Hold fasts 1 x 2 x 0.15 = 0.30 Total = 3.20 m 3.52 Kgs
10 mm square rods @ 150 mm c/cVerticals 1 x 5 x 0.45 = 2.25Horizental 1 x2 x 1.00 = 2.00
total 4.25 m 3.336 KgsABSTRACTa)MATERIAL
6.86 Cost of Structural Steel 44.50 1 Cum 305.10a) LABOUR
6.86 Fabrication Charges BMM.V.14 18.00 1 Kg 123.416.86 Fixing Charges BMM-V.15 3.50 1 Kg 24.00
452.51Add overheads @ 14% 63.35
Rate per / Each 515.86
10
VENTILATOR SIZE 0.90 x 0.45 mtrs : Area = 0.41 0.9 X 0.45 0.405Angular frame 25 x 25 x 3mm thick
Verticals 1 x 2 x 0.45 = 0.90 mHorizental 1 x2 x 0.90 = 1.80 m
For Hold fasts 1 x 2 x 0.15 = 0.30 Total = 3.00 m 3.3 Kgs
10 mm square rods @ 150 mm c/cVerticals 1 x 5 x 0.45 = 2.25Horizental 1 x2 x 0.90 = 1.80
total 4.05 m 3.179 KgsABSTRACTa)MATERIAL
6.48 Cost of Structural Steel 44.50 1 Cum 288.33a) LABOUR
6.48 Fabrication Charges BMM.V.14 18.00 1 Kg 116.636.48 Fixing Charges BMM-V.15 3.50 1 Kg 22.68
427.63Add overheads @ 14% 59.87
Rate per / Each 487.50
11
GRILL SIZE 3.60x1.50 mtrs : Area = 5.40 3.6 X 1.5 5.4Angular frame 25 x 25 x 3mm thick
Verticals 1 x 2 x 1.50 = 3.00 m
Supply and Fixing of Ventilator of size 1.00 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work
Supply and Fixing of Ventilator of size 0.90 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work
Supply and Fixing of Balcony Grill of size 3.60 x 1.50 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work
D&W DATA (1) P No 174
Horizental 1 x2 x 3.60 = 7.20 mFor Hold fasts 1 x 2 x 0.15 = 0.30
Total = 10.50 m 11.55 Kgs
10 mm square rods @ 150 mm c/cVerticals 1 x 19 x 1.50 = 28.50
Horizental 1 x9 x 3.6 = 32.40total 60.90 m 47.81 Kgs
ABSTRACTa)MATERIAL
59.36 Cost of Structural Steel 44.50 1 Cum 2641.36a) LABOUR
59.36 Fabrication Charges BMM.V.14 18.00 1 Kg 1068.4259.36 Fixing Charges BMM-V.15 3.50 1 Kg 207.75
3917.53Add overheads @ 14% 548.45
Rate per / Each 4465.98
12
1 rmt 228.00 1 Rmt 228.00Add overheads @ 14%
Rate per Rmt 228.00
13
Area of Shutter = 0.70x2.00= 1.40 sqm 1.4 1 Sqm1.4 1100.00 1 Sqm 1540.002 37.00 1 Each 74.003 25.00 1 Each 75.002 MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 150 mm Long BMT-G.15) 29.00 1 Each 58.001 MS-Powder Coated Aldrop (IS:2681) 200 mm longBMT - G.43) 86.00 1 Each 86.00
1.4324.00 1 Sqm 453.60
2286.60Rate per Sqm 1633.00
Add overheads @ 14% 228.62
Rate per sqmt 1862.00
0 PRSD Kothagudem 0
Badangi Vizianagaram Vizianagaram
0Guntur
Supply and fixing Sintex or equivalen PVC door frames made from extruded sections in overall dimensions of 40 X 48mm having a wall thickness of 1.5mm with usual process variation of ± 0.3mm, complete, for finished item of work t.
cost of rajasri door frame (BMT-N.37) Item Sl No 679
PVC Door shutter conforming to IS: 10151-1982, the infill panel made of seamless one piece multi chamber PVC extruded sections having overall dimensions of 610 mm x 20 mm with wall thickness of 1mm + 0.2mm with the top and bottom edges of the shutter covered with end cap of the size 20 mm x 11 mm with the door shutter to be reinforced with special polymeric reinforcements as per drawing for hardware’s and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places.for finished item of work.
cost of Syntex PVC door shutter (BMT-N.65) Item Sl No 707Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)
Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter
WS-DATA P No 175
WATER SUPPLY AND SANITARY DATAS
Construction of Class Room
DATAS
AREA ALLOWENCE 0%
ADD 14% OVERHEADS 14%
DESCRIPTION ITEM CODE COEF. UNIT RATE PER UNIT Amount (Rs.)
1
a)
BMW-A.02 1.00 Rmt 193.00 1.00 Rmt 193.00
Area allowence on labour chargesBMW-A.05
0%102.00 1.00 0.00 0.00
193.00
add overheads @14.00% 27.02
Total rate per 1 Rmt220.05
b) 152.40mm dia SWG pipe upto 5' depthBMW-A.03 1.00 Rmt 471.00 1.00 Rmt 471.00
Area allowence on labour chargesBMW-A.06
0%138.00 1.00 0.00 0.00
471.00
add overheads @14.00% 65.94
Total rate per 1 Rmt536.95
c
BMW-A.01 1.00 Rmt 348.00 1.00 Rmt 348.00
Area allowence on labour chargesBMW-A.06
0%138.00 1.00 0.00 0.00
348.00
add overheads @14.00% 48.72
Total rate per 1 Rmt396.75
152.40mm dia SWG pipe upto 3' depthBMW-A.04 1.00 Rmt 319.00 1.00 Rmt 319.00
Area allowence on labour chargesBMW-A.05
0%102.00 1.00 0.00 0.00
319.00
add overheads @14.00% 44.66
Total rate per 1 Rmt363.70
2
basic rate as per ssr itemBMW-B.03 1.00 Nos 4814.00 1.00 Nos 4814.00
Area allowence on labour charges 0%0.00 1.00 0.00 0.00
4814.00
Sl.No
Supplying and laying, filling, jointing and testing SWG SP-1 pipes of ISI make confirming to IS 1651 & 4127 1st quality with air tight Cement joints in CM (1.5:1)prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) and refilling with watering and tamping including cost and conveyance of all materials to site and all labour charges for finished item of work (APSS NO 1301 & 1318)
101.60 mm dia SWG pipe upto 3' depth
101.60 mm dia SWG pipe upto 5' depth
Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.
WS-DATA P No 176
DESCRIPTION ITEM CODE COEF. UNIT RATE PER UNIT Amount (Rs.)Sl.No
add overheads @14.00% 673.96
Total rate per 1 Nos5488.00
3
basic rate as per ssr item BMW-B.04 1.00 Nos 7455.00 1.00 Nos 7455.00
Area allowence on labour charges 0% 0.00 1.00 0.00 0.00
7455.00
add overheads @ 14.00% 1043.70
Total rate per 1 Nos 8498.70
4
basic rate as per ssr item BMW-B.02 1.00 Nos 8288.00 1.00 Nos 8288.00
Area allowence on labour charges 0% 0.00 1.00 0.00 0.00
8288.00
add overheads @ 14.00% 1160.32
Total rate per 1 Nos 9448.35
5
basic rate as per ssr item BMW-B.01 1.00 Nos 5246.00 1.00 Nos 5246.00
Area allowence on labour charges 0% 0.00 1.00 0.00 0.00
5246.00
add overheads @ 14.00% 734.44
Total rate per 1 Nos 5980.45
6
Basic rate as per ssr item BMW-A.72 1.00 Nos 530.00 1.00 Nos 530.00
Area allowence on labour charges BMW-A.74 0% 23.00 1.00 0.00 0.00
530.00
add overheads @ 14.00% 74.20
Total rate per 1 Nos 604.20
7
A Basic rate as per ssr item BMW-D24 1.00 Nos 1323.00 1.00 Nos 1323.00
Area allowence on labour charges BMW-D28 0% 288.00 1.00 0.00 0.00
1323.00
Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.
Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly ash blocks of 225mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.
Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly ash blocks of 225mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.
Supplying and fixing 150.00mmx100.00mm SWG gully trap 1st class confirming to ISI 651 & 4127 with CI grating and constructing single brick masonry wall chamber of size 20" x 14" x 12” in CM (1:6) prop. Over a CC (1:5:10)prop. bed, and fitted with 304.8 mm x 225.6 mm(12" x 9") CI frame and hinged cover and plastering 12mm thk. in CM (1:4) prop. both inside and outside surfaces and including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work. SSR ITEM NO.527
Supplying and fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 of size 550mm x 400mm with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/ Esso or equivalent complete with standard CI brackets including wooden block ,1 No.12.70mm PVC connection with brass union nuts CP coated , 1 No.12.70mm NP bib tap 300 gms Seiko or equivalent including cost and conveyance of all materials to site, labour charges etc. complete for finished item of work
WS-DATA P No 177
DESCRIPTION ITEM CODE COEF. UNIT RATE PER UNIT Amount (Rs.)Sl.No
add overheads @ 14.00% 185.22
Total rate per 1 Nos 1508.25
B
BMW-I.48 1.00 Nos 85.00 1.00 Nos 85.00
Area allowence on labour charges BMW-I.49 0% 16.00 1.00 0.00 0.00
85.00
add overheads @ 14.00% 11.90
Total rate per 1 Nos 96.90
C
BMW-E 05 1.00 Nos 403.00 1.00 Nos 403.00
Area allowence on labour charges BMW-E 06 0% 35.00 1.00 0.00 0.00
403.00
add overheads @ 14.00% 56.42
Total rate per 1 Nos 459.45
D
BMW-E31 1.00 Nos 201.00 1.00 Nos 201.00
Area allowence on labour charges BMW-E32 0% 23.00 1.00 0.00 0.00
201.00
add overheads @ 14.00% 28.14
Total rate per 1 Nos 229.15
E
BMW-G05 1.00 Nos 21.00 1.00 Nos 21.00
Area allowence on labour charges 0% 0.00 1.00 0.00 0.00
21.00
add overheads @ 14.00% 2.94
Total rate per 1 Nos 23.95
TOTAL COST (A+B+C+D+E) Rs 2317.70
8
Basic rate as per ssr item BMW-I.28 1.00 Nos 206.00 1.00 Nos 206.00
Area allowence on labour charges BMW-I.29 0% 10.00 1.00 0.00 0.00
206.00
add overheads @ 14.00% 28.84
Total rate per 1 Nos 234.85
9
Basic rate as per ssr item BMW-I 105 1.00 Nos 435.00 1.00 Nos 435.00
Area allowence on labour charges BMW-I.106 0% 95.00 1.00 0.00 0.00
435.00
add overheads @ 14.00% 60.90
Total rate per 1 Nos495.90
10
Basic rate as per ssr item BMW-I 20 1.00 Nos 139.00 1.00 Nos 139.00
Area allowence on labour charges BMW-I 21 0% 36.00 1.00 0.00 0.00
139.00
add overheads @ 14.00% 19.46
Total rate per 1 Nos 158.50
Basic rate as per ssr item 12.7MM DIA PVC conection with brass union nut CP coated
Basic rate as per ssr item 12.7 MM ANGLE STOP COCK first quality Indian make 400 gms Seiko
Basic rate as per ssr item 38.1 MM CP WASTE COUPLING half or full thread 1st quality indian make paryware or equivalent
Basic rate as per ssr item 31.75 MM dia PVC fleible waste pipe of 914.4 mm length of first quality
Supplying and fixing NP soap dish heavy type of approved make ISI quality with NP screws etc., complete including cost and conveyance of all materials, labour charges for fixing etc., complete for finished item of work in all floors as per ssr item no 598
Supplying and fixing TV shape mirror with plastic frame of size 609.6mm x 457.2mm , plywood back with NP screws 1st quality including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.
Supplying and fixing of 25.4mm dia , 609.6mm long aluminium anodized towel rods with brackets and aluminium screws including cost and conveyance of all materials, labour charges etc., complete for finished item of work.
WS-DATA P No 178
DESCRIPTION ITEM CODE COEF. UNIT RATE PER UNIT Amount (Rs.)Sl.No
11
a) 300 grams
Basic rate as per ssr item BMW-E 09 1.00 Nos 219.00 1.00 Nos 219.00
Area allowence on labour charges BMW-E 10 0% 23.00 1.00 0.00 0.00
219.00
add overheads @ 14.00% 30.66
Total rate per 1 Nos 249.70
b) 400 gms
Basic rate as per ssr item BMW-E 07 1.00 Nos 345.00 1.00 Nos 345.00
Area allowence on labour charges BMW-E 08 0% 23.00 1.00 0.00 0.00
345.00
add overheads @ 14.00% 48.30
Total rate per 1 Nos 393.30
12
(a) 90mm dia 3 Mts single socket
Basic rate as per ssr item BMW-G12 1.00 RM 368.00 3.00 RMT 122.67
Area allowence on labour charges BMW-G.152 0% 58.00 1.00 0.00 0.00
122.67
add overheads @ 14.00% 17.17
Total rate per 1 RMT 139.85
(b) 110mm dia 3 Mts single socket
Basic rate as per ssr item BMW-G13 1.00 RM 440.00 3.00 RMT 146.67
Area allowence on labour charges BMW-G.152 0% RM 58.00 1.00 RM 0.00
146.67
add overheads @ 14.00% 20.53
Total rate per 1 RMT 167.20
13
a) 15mm Nominal bore
Basic rate as per ssr item BMW-F79 1.00 Rmt 151.00 1.00 Rmt 151.00
Area allowence on labour charges BMW-F80 0% Rmt 33.00 1.00 0.00
151.00
add overheads @ 14.00% 21.14
Total rate per 1 RMT 172.15
b) 20mm Nominal bore
Basic rate as per ssr item BMW-F81 1.00 Rmt 168.00 1.00 Rmt 168.00
Area allowence on labour charges BMW-F82 0% Rmt 33.00 1.00 Rmt 0.00
168.00
add overheads @ 14.00% 23.52
Total rate per 1 RMT 191.55
c) 25mm Nominal bore
Basic rate as per ssr item BMW-F83 1.00 Rmt 220.00 1.00 RMT 220.00
Area allowence on labour charges BMW-F84 0% Rmt 33.00 1.00 Rmt 0.00
220.00
add overheads @ 14.00% 30.80
Total rate per 1 RMT 250.80
D 40mm Nominal bore
Basic rate as per ssr item BMW-F87 1.00 Rmt 346.00 1.00 RMT 346.00
Supplying and fixing NP bib taps of size 12.70mm dia of Indian make Seiko or equivalent including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.
Supplying and fixing of SWR/ PVC pipes (as per ISI standards) 4 Kg/Sq.cm. Prince/sudhakar or any ISI brand and fixing all special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc.complete for finished item of work at all floor levels. (APSS No. 1302 1319 & 1326)
Supplying & fixing GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost and conveyance of all materials and labour charges complete for finished item of work.
WS-DATA P No 179
DESCRIPTION ITEM CODE COEF. UNIT RATE PER UNIT Amount (Rs.)Sl.No
Area allowence on labour charges BMW-F88 0% Rmt 36.00 1.00 Rmt 0.00
346.00
add overheads @ 14.00% 48.44
Total rate per 1 RMT 394.45
E 50mm Nominal bore
Basic rate as per ssr item BMW-F89 1.00 Rmt 373.00 1.00 RMT 373.00
Area allowence on labour charges BMW-F90 0% Rmt 55.00 1.00 Rmt 0.00
373.00
add overheads @ 14.00% 52.22
Total rate per 1 RMT425.25
F 65mm Nominal bore
Basic rate as per ssr item BMW-F91 1.00 Rmt 661.00 1.00 RMT 661.00
Area allowence on labour charges BMW-F90 0% Rmt 55.00 1.00 Rmt 0.00
661.00
add overheads @ 14.00% 92.54
Total rate per 1 RMT 753.55
14
15 mm dia nominal bore
Basic rate as per ssr item BMW-F21 1.00 Nos 306.00 1.00 Nos 306.00
Area allowence on labour charges BMW-F22 0% 36.00 1.00 0.00 0.00
306.00
add overheads @ 14.00% 42.84
Total rate per 1 No 348.85
a) 20mm Nominal bore
Basic rate as per ssr item BMW-F19 1.00 Nos 414.00 1.00 Nos 414.00
Area allowence on labour charges BMW-F20 0% 36.00 1.00 0.00 0.00
414.00
add overheads @ 14.00% 57.96
Total rate per 1 No 472.00
b) 25mm Nominal bore
Basic rate as per ssr item BMW-F17 1.00 Nos 610.00 1.00 Nos 610.00
Area allowence on labour charges BMW-F18 0% 36.00 1.00 0.00 0.00
610.00
add overheads @ 14.00% 85.40
Total rate per 1 No 695.40
c) 40mm Nominal bore
Basic rate as per ssr item BMW-F25 1.00 Nos 1243.00 1.00 Nos 1243.00
Area allowence on labour charges BMW-F26 0% 55.00 1.00 0.00 0.00
1243.00
add overheads @ 14.00% 174.02
Total rate per 1 No 1417.05
d) 50mm Nominal bore
Basic rate as per ssr item BMW-F27 1.00 Nos 1795.00 1.00 Nos 1795.00
Area allowence on labour charges BMW-F28 0% 74.00 1.00 0.00 0.00
1795.00
add overheads @ 14.00% 251.30
Total rate per 1 No 2046.30
e 65 mm nominal bore
Basic rate as per ssr item BMW-F29 1.00 Nos 3424.00 1.00 Nos 3424.00
Area allowence on labour charges BMW-F30 0% 92.00 1.00 0.00 0.00
3424.00
Supplying and fixing Gunmetal Gate ( GM peet ) valve as per IS-778 Class - I , Indian make heavy type including cost and conveyance of all materials , labour charges etc. complete for finished item of work.
WS-DATA P No 180
DESCRIPTION ITEM CODE COEF. UNIT RATE PER UNIT Amount (Rs.)Sl.No
add overheads @ 14.00% 479.36
Total rate per 1 No 3903.40
15
Basic rate as per ssr item BMW-D33 1.00 Nos 690.00 1.00 Nos 690.00
Area allowence on labour charges BMW-D36 0% 115.00 1.00 0.00 0.00
690.00
add overheads @ 14.00% 96.60
Total rate per 1 No 786.60
16
Basic rate as per ssr item BMW-i63 1.00 Nos 62.00 1.00 Nos 62.00
Area allowence on labour charges BMW-i64 0% 18.00 1.00 0.00 0.00
62.00
add overheads @ 14.00% 8.68
Total rate per 1 No 70.70
17
Basic rate as per ssr item BMW-A72 1.00 Nos 530.00 1.00 Nos 530.00
Area allowence on labour charges BMW-A74 0% 23.00 1.00 0.00 0.00
530.00
add overheads @ 14.00% 74.20
Total rate per 1 No 604.20
18
A Basic rate as per ssr item Nahany trap BMW-C41 1.00 Nos 279.00 1.00 Nos 279.00
Area allowence on labour charges BMW-C42 0% 45.00 1.00 0.00 0.00
279.00
add overheads @ 14.00% 39.06
Total rate per 1 No 318.10
BBMW-i12 1.00 Nos 26.00 1.00 Nos 26.00
Area allowence on labour charges BMW-i13 0% 15.00 1.00 0.00 0.00
26.00
add overheads @ 14.00% 3.64
Total rate per 1 No 29.65
Total cost (A +B) 347.75
19
Basic rate as per ssr item BMW-D04 1.00 Nos 1052.00 1.00 Nos 1052.00
Area allowence on labour charges BMW-D06 0% 288.00 1.00 0.00 0.00
Providing brick masonry seat BMW-D09 1.00 Nos 253.00 1.00 Nos 253.00
1305.00
add overheads @ 14.00% 182.70
Supply and fixing of white glazed flat back bowl urinals of size 440 mm x 265 mm x 315 mm with internal rim flushing mm fixied with screws complete inidan make (HS W/Parry/Neycer) conforming to IS 2556 -1995 as approved be Engineer - in - charge 12.7 mm PVC connection with brass plumber union nuts CM Coated. including 12.70 mm push cock 1st qulaity of approved make including supply & fixing 31.75 m dia PVC flexible waser pipe of 914.40 mm lenght of 1st including cost and conveyance of all materials to site labour charges etc., complete for finished item of work for all floors
Construction of brick masonry support for GI pipe of size 304.80mm x 228.60mm x 228.60 mm in CM (1:8) prop including plastering and finishing with 12mm thick in CM (1:5) including cost and conveyance of all materials and all labour charges etc. complete
Supplying and fixing 150.00mmx100.00mm SWG gully trap 1st class confirming to ISI 651 & 4127with CI grating and constructing single brick masonry wall chamber of size 20" x 14" x 12” in CM (1:6) prop. Over a CC (1:5:10)prop. bed, and plastering 12mm thk. in CM (1:4) prop. both inside and outside surfaces and fitted with 304.8MM X 288.6 MM (12"X9") CI frame and hinged cover including labour for fixing and laying the SWG junctions/plugs/bends with air tightcement joints etc., complete including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work as directed by Engineer-in-charge.
Supplying and fixing CI Nahani traps 100 mm dia Inlet- 75 mm (3") outlet pipe - 4 Kgs 1st quality ISI marked conforming to IS:1729-1979 with C.P. Grating fixing with white cement as per site requirements with standard practice for all floors including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work.
Basic rate as per ssr item Nahany trap cover
Supplying and fixing 580 mm x 440 mm long Orissa pan white glazed Water Closet 1st qualityISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick masonry seat, CC squatting plate and fixing 12.70mm dia NP Push cock 1st quality , P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges etc., complete for finished item of work.
WS-DATA P No 181
DESCRIPTION ITEM CODE COEF. UNIT RATE PER UNIT Amount (Rs.)Sl.No
Total cost (A +B) 1487.70
20
Basic rate as per ssr item BMW-G01 1.00 Lit 5.00 1.00 Lit 5.00
Area allowence on labour charges BMW-G02 0% 0.00 1.00 0.00 0.00
5.00
add overheads @ 14.00% 0.70
Total rate per 1 Ltr 5.70
21
Basic rate as per ssr item BMW-D40 1.00 Nos 587.00 1.00 Nos 587.00
Area allowence on labour charges BMW-D41 0% 184.00 1.00 0.00 0.00
587.00
add overheads @ 14.00% 82.18
Total rate per 1 No 669.20
22
Basic rate as per ssr item BMW-I119 1.00 Nos 5826.00 1.00 Nos 5826.00
Area allowence on labour charges BMW-I120 0% 414.00 1.00 0.00 0.00
5826.00
add overheads @ 14.00% 815.64
Total rate per 1 No 6641.65
23
Basic rate as per ssr item BMW-I130 1.00 Nos 598.00 1.00 Nos 598.00
Area allowence on labour charges 0% 0.00 1.00 0.00 0.00
598.00
add overheads @ 14.00% 83.72
Total rate per 1 No 681.75
24
Basic rate as per ssr item BMW-H05 1.00 Nos 1765.00 1.00 Nos 1765.00
Area allowence on labour charges 0% 0.00 1.00 0.00 0.00
1765.00
add overheads @ 14.00% 247.10
Total rate per 1 No 2012.10
25
Basic rate as per ssr item BMW-H04 1.00 Nos 1308.00 1.00 Nos 1308.00
Area allowence on labour charges 0% 0.00 1.00 0.00 0.00
1308.00
add overheads @ 14.00% 183.12
Total rate per 1 No 1491.15
26
a
Basic rate as per ssr item BMW-CO2 1.00 Nos 737.00 1.00 Nos 737.00
Area allowence on labour charges BMW-CO7 0% 173.00 1.00 0.00 0.00
737.00
Providing and placing on terrace (at all floor levels) polyetheylene water storage tank with double layer approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet and outlets and over flow pipes but without fittings and base support for tanks including cost and conveyance of all materials and labour charges for placing and fixing in position as directed by Engineer-in-Charge.
Supplying and fixing 609.6 mm x 457.2 mm x 254 mm RCC terrazo finished sink (or constructed at site with 50.80 mm thick) brass plug and chain incluiding CI cantilever brackets, 31.75 mm dia PVC flexible waste pipe 914.4 mmm length of 1st quality including cost and conveyance fo all materials labour charges etc., complete for finished item of work
Supply and fixing of stainless steel sink with drain board of size 914.4 mm x 457.2 mm 1 mm thick of indian make on cantilever brackets including 32 mm CP waste coupling including supply & fixing of 31.75 mm dia PVC flexible waste pipe of 914.4 mm length of 1st quality, chasing brick masonry wall and making good after construction i.e., restoring to original srufaces etc., complete including cost and conveyance of all materials and labour charges for all operations etc., complete for finished item of work in all floors
Supply & Fixing of 22" dia RCC Cover for manhole with nominal reinforecement 3" thick with hooks for lfifting including cost and conveyance of all materials, labour charges etc., complete for finished tiem of work
Supply and fixing of 100 mm dia CI Vent pipe of 3 mts length double socket fitted with AC cowl and mosquito proof wire mesh including cost and conveyance of all materials to site and labour charges for placing and fixing in position etc., complete for finished item of work.
Supply and fixing of 75 mm dia CI Vent pipe of 3 mts lenth fitted with AC cowl and mosquito proof wire mesh including cost and conveyance of all materials to site and labour charges for placing and fixing in position etc., complete for finished item of work.
Supply and fixing of CI pipes 101.6mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM (1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails etc., complete including cost and conveyance of all materials to site all labour charges sales and other taxes on all materials etc.,, complete for finished item of work all Floors
WS-DATA P No 182
DESCRIPTION ITEM CODE COEF. UNIT RATE PER UNIT Amount (Rs.)Sl.No
add overheads @ 14.00% 103.18
Total rate per 1 No 840.20
27
b
Basic rate as per ssr item BMW-CO1 1.00 Nos 645.00 1.00 Nos 645.00
Area allowence on labour charges BMW-CO7 0% 173.00 1.00 0.00 0.00
645.00
add overheads @ 14.00% 90.30
Total rate per 1 No 735.30
28
Basic rate as per ssr item BMW-B06 1.00 Nos 3020.00 1.00 Nos 3020.00
Area allowence on labour charges 0% 0.00 1.00 0.00 0.00
3020.00
add overheads @ 14.00% 422.80
Total rate per 1 No 3442.80
29
Basic rate as per ssr item BMW-I36 1.00 Nos 60.00 1.00 Nos 60.00
Area allowence on labour charges BMW-I37 0% 12.00 1.00 0.00 0.00
60.00
add overheads @ 14.00% 8.40
Total rate per 1 No 68.40
30
Basic rate as per ssr item BMW-I38 1.00 Nos 41.00 1.00 Nos 41.00
Area allowence on labour charges BMW-I39 0% 9.00 1.00 0.00 0.00
41.00
add overheads @ 14.00% 5.74
Total rate per 1 No 46.75
31
Basic rate as per ssr item BMW-I95 1.00 Nos 213.00 1.00 Nos 213.00
Area allowence on labour charges BMW-I97 0% 36.00 1.00 0.00 0.00
213.00
add overheads @ 14.00% 29.82
Total rate per 1 No 242.85
32
Basic rate as per ssr item BMW-H05 1.00 Nos 1765.00 1.00 Nos 1765.00
Area allowence on labour charges 0% 0.00 1.00 0.00 0.00
Basic rate as per ssr item BMW-I36 1.00 Nos 60.00 1.00 Nos 60.00
Area allowence on labour charges BMW-I37 0% 12.00 1.00 0.00 0.00
1825.00
add overheads @ 14.00% 255.50
Total rate per 1 No 2080.50
Supply and fixing of CI pipes 76.2 mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement caulked
joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM (1.5:1) including
fixing of MS clamps of necessary size and required no of Bombay nails etc., complete including cost and conveyance of all materials to
site all labour charges sales and other taxes on all materials etc.,, complete for finished item of work all Floors
Constructing 457.2mm x 457.2mm (1'-6" x 1'-6") brick in CM (1:6) prop. Masonry inspection chamber upto 914.4mm (3'-0") and fitted with light weight 457.2mm x 457.2mm (1'-6" x 1"-6") frame and cover of 20kg., including cost and convenyance of all materials to site, all labour charges, sales and otehr taxes on all materials etc., complete for finished item of work
Supply and Fixing of AC Cowls 88.9 mn dia with all necessary requirements including all operational , incidental sales and other taxes
and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of work for all Floors.
Supply and Fixing of AC Cowls 63.50 mn dia with all necessary requirements including all operational , incidental sales and other taxes
and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of work for all Floors.
Construction of 50.8mm thick RCM Baffle wall with 2.267 Kg steel and rabit wire mesh in CM (1:3) prop: with fine rendering in neat
cement in septic tank including cost and convenyance of all materials to site, seigonarage charges sales and othe taxes on all materials ,
and all labour charges etc., complete for finished item of work.
Supply and Fixing of C.I. (Spun ) Soil waste and ventilating pipe of 3.00 Mt length of 100mm dia with double socket for vent over septic tank including cost and convenyance of all materials to site, all labour charges sales and all other taxes on all materials etc., complete for finished item of work.
WS-DATA P No 183
DESCRIPTION ITEM CODE COEF. UNIT RATE PER UNIT Amount (Rs.)Sl.No
33
Basic rate as per ssr item BMW-I86 1.00 Nos 1645.00 1.00 Nos 1645.00
Area allowence on labour charges BMW-I88 0% 115.00 1.00 0.00 0.00
1645.00
add overheads @ 14.00% 230.30
Total rate per 1 No 1875.30
34
Basic rate as per ssr item BMW-I89 1.00 Nos 53.00 1.00 Nos 53.00
Area allowence on labour charges BMW-I90 0% 9.00 1.00 0.00 0.00
53.00
add overheads @ 14.00% 7.42
Total rate per 1 No 60.45
35
Basic rate as per ssr item BMW-G08 1.00 Nos 1323.00 1.00 Nos 1323.00
Area allowence on labour charges 0% 0.00 1.00 0.00 0.00
1323.00
add overheads @ 14.00% 185.22
Total rate per 1 No 1508.25
36
Basic rate as per ssr item BMW-C12 1.00 Nos 332.00 1.00 Nos 332.00
Area allowence on labour chargesBMW-C14
0%55.00 1.00 0.00 0.00
332.00
add overheads @ 14.00% 46.48
Total rate per 1 No 378.50
37
Basic rate as per ssr item BMW-C11 1.00 Nos 284.00 1.00 Nos 284.00
Area allowence on labour charges BMW-C14 0% 55.00 1.00 0.00 0.00
284.00
add overheads @ 14.00% 39.76
Total rate per 1 No 323.80
38
Basic rate as per ssr item Table 17.1/PH 1.00 RMT 49.00 1.00 RMT 49.00
Labour charges for laying and jointing12-b / PH 1.00 RMT 21.00 1.00
RMT21.00
Area allowence on labour charges 0% 21.00 0.00
70.00
add overheads @ 14.00% 9.80
Total rate per 1Rmt 79.80
39
Supply and Fixing of 914.4mm x 457.2mm Light Weight CI Manhole Frame and Cover (30 Kgs) complete for finished item of work
including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for
finished item of work.
Supply and Fixing of CI Steps for Septic Tank / Manhole complete for finished item of work including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work.
Supply and Fixing 10 Litres capacity Single Flush white PVC low level flushing system parryware, slimline with internal components and short bend including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors.
Supply & Fixing 4" dia (101.6 mm) CI Plug (Door) bends 1st quality ISI marked conforming to IS : 1729-1979 with cement caulked joints and fixing as per site requirements with standard practice including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors.
Supply & Fixing 3" dia (76.2 mm) CI Plug (Door) bends 1st quality ISI marked conforming to IS : 1729-1979 with cement caulked joints and fixing as per site requirements with standard practice including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors.
Manufacture, supply & delivery of 50mm of outer dia HDPE pipes of 6Kg/Sqcm. conforming to IS 4984 - 1995 including transportation to site including laying and jointing of HDPE pipes as per BIS No.7634 Part -II/75 including fixing required specials /fittings including excavation of trenches up to 0.50 mts depth in all soils except rock requires blasting and refilling trenches after laying and jointing of pipes as per standard specifications including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work.
Construction of 60,000 liters capacity OHSR(VRCC) with 12.7 mts staging without seismic analysis including fixtures OF rcc OR ALLUMINIUM LADDER INSIDE 0.45 Mtrs wide, MS ladder on the outside . Lighting including condutor & earthing etc., RCC ventilators with copper or stainless steel skyproof mesh, Manhole frame and cover 0.75x0.75mts with frame as per IS specifications (light duty - 2 Nos), Ralling with 32mm dia GI pipes (A class in 2 nos alround OHSR fixed in RCC (1:2:4) poles of size 100x75x75mm with 1.50mts intervals alround periphery on top of the OHSR for smaller capacities,Water level indicator of good quality with ebonite /copper float approved pattern - 1 no
WS-DATA P No 184
DESCRIPTION ITEM CODE COEF. UNIT RATE PER UNIT Amount (Rs.)Sl.No
b. MS ladder on the outside
45.e / PH1.00 Lt 20.94 1.00 Lt 20.94
Add for difference in cost of cement (5400-5500)*0.00007 -0.01
Add for difference in cost of steel (42000-41000)*0.00002 0.02
20.95
Add 10% extra for rural area allowence 2.10
23.05
add overheads @ 14.00% 3.23
Total rate per 1 Lt 26.30
40
a) 80mm dia x 2.00 mts CI D/F pipes
Table 26/PH 1.00 Kg 58.00 1.00 Kg 58.00
Add overheads @ 14.00% 8.12
Total rate per 1 Kg 66.15
b)
1.00 Kg 58.00 1.00 Kg 58.00
Add overheads @14.00% 8.12
Total rate per 1 Kg 66.15
c)80mm dia x flonged spigot CI tail pieces
1.00 Kg 58.00 1.00 Kg 58.00
Add overheads @14.00% 8.12
Total rate per 1 Kg 66.15
d) 80mm dia CI sluice valves
Table 27.1 1.00 nos 4468.00 1.00 nos 4468.00
Add overheads @14.00% 625.52
Total rate per 1 Nos 5093.55
e) 80mm dia CI duct foot bends
Table 24-VI / PH 1.00 Kg88.00
1.00 Kg 88.00
Add overheads @14.00% 12.32
Total rate per 1 Kg 100.35
f) Rubber packing 3/6mm thick
a . RCC or allumininum ladder inside 0.45mts wide
c. Lighting including condutor & earthing etc.,
d. RCC ventilators with copper or stainless steel skyproof mesh
e. Manhole frame and cover 0.75x0.75mts with frame as per IS specifications (light duty - 2 Nos)f. Ralling with 32mm dia GI pipes (A class in 2 nos alround OHSR fixed in RCC (1:2:4) poles of size 100x75x75mm with 1.50mts intervals alround periphery on top of the OHSR for smaller capacities g. Water level indicator of good quality with ebonite /copper float approved pattern - 1 no
Supply and fixing of the following fixtures
80mm dia x 1.00 CI D/F pipes initiate cost only
WS-DATA P No 185
DESCRIPTION ITEM CODE COEF. UNIT RATE PER UNIT Amount (Rs.)Sl.No
Table 36-4 / PH 1.00 kg 77.00 1.00 kg 77.00
Add overheads @14.00% 10.78
Total rate per 1 Kg 87.80
g) Bolts & nuts
Table 36-5 / PH 1.00 Kg 93.00 1.00 Kg 93.00
Add overheads @ 14.00% 13.02
Total rate per 1 Kg 106.05
41 322.50
Cost of Bricks 654 Nos. 5095.67 1000 Nos. 3332.57
Deduct 15% for perforation 98.10 Nos. 5095.67 -1000 Nos. -499.89
Brick layer 1.28 Each 385.00 1 Each 492.80
Man Mazdoor 0.64 Each 295.00 1 Each 188.80
Women Mazdoor 1.93 Each 295.00 1 Each 569.35
Rate per Cum 4083.63
Construction of Perforated Dry Brick Masonry without using CM and keeping vertical dry joints of 15 to 20mm as directed by the Engineer – in – Charge including cost and conveyance of all amterials to site seignorage charges, sales and other taxes, all labour charges etc., complete item of work for Soak Pit.
El Data P No 186
Standard Data Electrical Items SSR 2012-13
Construction of Class Room
Area allowence 0%Overheads and contractors profit on materials
Overheads and contractors profit on labour 0%
Description Unit QTY Rate Rs. Amount Rs. ohr
1 2 3 4 5 6 7
1
Taking Output = 100 M
a) Material
elec-1.2.4 25mm dia 2mm thick PVC pipe 100 M 1 3030.00 3030.00
ele-1.2.39 25mm dia 1,2,3 & 4 way deep Junction Box Each 12 24.00 288.00
elec-1.2.44 25mm PVC bends Each 12 6.00 72.00
3390.00
Add contr profit @14% on material 0.00 0.00
Total material cost 3390.00
b) Labour charges :
elec-8.1.77 Skilled Electrician day 2 400.00 800.00
elec-8.1.78 Semi skilled Electrician day 2 320.00 640.00
elec-8.1.85 Helpers day 2 320.00 640.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 2080.00 0.00
C) Cost for 100 RM 5470.00
Rate per Metre = C/100 54.70
2
Taking Output = 100 M
a) Material
elec-1.2.3 25mm dia 1.5mm thick PVC pipe 100 M 1 2420.00 2420.00
elec-8.1.10 U' Links 100 Nos 2 40.00 80.00
elec-1.4.12 8"x10" TW deep boxes Each 2 44.00 88.00
ele-1.2.39 25mm dia 1,2,3 & 4 way deep Junction Box Each 12 24.00 288.00
elec-1.2.44 25mm PVC bends Each 12 6.00 72.00
elec-8.1.54 Cement kg 50 5.60 280.00
3228.00
Add contr profit @14% on material 0.00 0.00
Total material cost 3228.00
b) Labour charges :
elec-8.1.77 Skilled Electrician day 2 400.00 800.00
elec-8.1.78 Semi skilled Electrician day 2 320.00 640.00
elec-8.1.85 Helpers day 2 320.00 640.00
elec-8.1.79 Mason Ist class day 2 350.00 700.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 2780.00 0.00
C) Cost for 100 RM 6008.00
Rate per Metre = C/100 60.10
Index -code
Specific ation No.
1.4.2
( C )
Supply and Fixing of 25mm dia 2mm thick PVC pipe (ISI MARK) concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete. Make : Sudhakar/ Maco Plast / Modi
Note : 1. If 25mm dia PVC / MS pipes are used for light / fan point, add the cost of sheet metal / well seasoned wooden board / box.
1.4.2
( b )
Supply and Fixing of 25mm dia 1.5mm thick P.V.C. pipe (ISI MARK) concealed in wall with all required accessories including masonary work for light, fan and separate plug point with well seasoned TW box including all labour charges etc., complete. Make : Sudhakar/ Maco Plast / Modi
El Data P No 187
Description Unit QTY Rate Rs. Amount Rs. ohr
1 2 3 4 5 6 7
Index -code
Specific ation No.
3 2.1.1
Taking Output = 6 Points
a) Material
elec-1.5.1 100 M 1 1001.00 1001.00
elec-1.7.1 6A Switch @18/- each each 6 18.00 108.00
elec-1.7.15 6A 3 way Ceiling Rose@21/-each each 6 21.00 126.00
elec-1.4.19 25 x 20 cms (10" x8") Hylam sheet 3mm thick no 1 44.00 44.00
1279.00
Add contr profit @14% on material 0.00 0.00
Total material cost 1279.00
b) Labour charges :
elec-8.1.77 Skilled Electrician day 0.6 400.00 240.00
elec-8.1.78 Semi skilled Electrician day 1.2 320.00 384.00
elec-8.1.85 Helpers day 0.6 320.00 192.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 816.00 0.00
C) Cost for 6 Points 2095.00
Rate per Point = C/6 349.20
4
For stair case 1 1.5 327.40 491.10
5 2.1.4
Taking Output = each
a) Material
elec-1.7.4 6A 3 pin / 2 pin Socket each 1 27.00 27.00
elec-1.7.1 6A 1 way flush type switch each 1 18.00 18.00
45.00
Add contr profit @14% on material 0.00 0.00
Total material cost 45.00
b) Labour charges : .
elec-8.1.77 Skilled Electrician day 0.067 400.00 26.80
elec-8.1.85 Helpers day 0.067 320.00 21.44
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 48.24 0.00
Rate per each 93.25
Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant (FR) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., comp Make : Million / RPG/ paragon
14/0.3mm (1.00 Sqmm) FRLS PVC insulated flexible copper wire
Wiring with 2 runs of1.0 Sqmm PVC insulated flexible copper cable,(phase,neutral) in the metalic/nonmetalic conduit pipe with 6A flush type two way switch control, ceiling rose and 3mm thick hylam sheet covering to MS switch control box including all labour charges etc., complete for staircase in Residential buildings as required. Make: Finolex L&T.
Rate as per light point in non residential Building=327.40
Supply and fixing of 6A 3 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete.Makes : Anchor / Gold Medal Olive /Million Zoom
Note : Labour Charges proposed for 1point considering 15 per day
El Data P No 188
Description Unit QTY Rate Rs. Amount Rs. ohr
1 2 3 4 5 6 7
Index -code
Specific ation No.
6
Taking out put=15 Points
a) Materials
elec 1.5.1 100M 1 1001.00 1001.00
elec 1.7.1 6A switch@ 18/- each each 15 18.00 270.00
elec 1.7.4 6A 3pin /2pin socket each 15 27.00 405.00
Add contractor profit @ 14% on materail. 0.00 0.00
Total material cost 1676.00
Labour charges :
elec 8.1.77 Skilled Electrician day 1.5 400.00 600.00
elec 8.1.78 Semi skilled Electricinan day 1.5 320.00 480.00
elec 8.185 Helpers day 1.5 320.00 480.00
Add area allowence on labour charges @ 0% 0.00
Add contractor profit @ 14% on labour. 0% 0.00
Cost for 15.points 3236.00
Rate per point=/15 215.73
7 2.1.5
Taking Output = each
a) Material
elec-1.3.5 20 x 15 cms (8" x6") MS switch deep box each 1 162.00 162.00
elec-1.4.18 each 1 26.40 26.40
elec-1.7.11 16A 3 pin / 6A 3pin plug socket (5 in 1) each 1 146.00 146.00
334.40
Add contr profit @14% on material 0.00 0.00
Total material cost 334.40
b) Labour charges :
elec-8.1.77 Skilled Electrician day 0.1 400.00 40.00
elec-8.1.78 Semi Skilled Electrician day 0.1 320.00 32.00
elec-8.1.85 Helpers day 0.1 320.00 32.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 104.00 0.00
Rate per each 438.40
Note : Labour Charges proposed for 10 jobs per day
8
a) Material
elec-7.1.5 cat-6 RJ 45 information oulet 1 340.00 340.00
elec-1.3.1 MS box 1 54.00 54.00
0.00
394.00
wiring with 2 runs of 14/0.3(1.0 Sqmm) PVC insulated FR flexible copper cable,(phase,neutral) in the metalic/nonmetalic conduit pipe with 6A flush type switch control, switch control box including all labour Charges etc., complete. Make : Phinolex / L&T
14/0.3(1.0Sqmm)FRLS PVC insulated flexible copper wire
Supply and Fixing of 16A 3pin and 6A 3pin plug socket with and 16A switch control duly recessed in wall with MS switch deep box of 6" x8" x2 1/2" size covered with hylam sheet including earth connections and all labour charges etc., complete. Plug Socket.Makes : Gold Medal / ANCHOR/ OLIVE/Million ZOOM.
21.6 x 16.6 cms (8.5 x 6.5") 3mm thick hylam sheet
Supply and fixing of cat-6 RJ-45information outlets including dual face plate with MS box with modular plate cover with screws connections etc., Makes: Belden/D link/Legrand
El Data P No 189
Description Unit QTY Rate Rs. Amount Rs. ohr
1 2 3 4 5 6 7
Index -code
Specific ation No.
Add contr profit @14% on material 0.00 0.00
Total for material 394.00
b) Labour charges :
elec-8.1.77 Skilled Electrician day 0.2 400.00 80.00
elec-8.1.78 Semi Skilled Electrician day 0.2 320.00 64.00
elec-8.1.85 Helpers day 0.12 320.00 38.40
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 182.40 0.00
Sundries
C) Cost for each 576.40
9 3.1.2
Taking Output = 100 M
a) Material
elec-1.5.1 14/0.3mm FR PVC copper cable 100 M 1 1001.00 1001.00
Add contr profit @14% on material 0.00 0.00
Total material cost 1001.00
b) Labour charges :
elec-8.1.77 Skilled Electrician day 0.34 400.00 136.00
elec-8.1.78 Semi Skilled Electrician day 1 320.00 320.00
elec-8.1.85 Helpers day 0.34 320.00 108.80
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 564.80 0.00
C) Cost for 100 RM 1565.80
Rate per Metre = C/100 15.70
Note : Labour Charges considered for 150 M / day
10 3.1.4.a
Taking Output = 100 M
a) Material
elec-1.5.3 36/0.3mm (2.5 sqmm) FR PVC copper cable 100 M 2 2389.20 4778.40
elec-1.5.1 14/0.3mm FR PVC copper cable 100 M 1 1001.00 1001.00
5779.40
Add contr profit @14% on material 0.00 0.00
Total material cost 5779.40
b) Labour charges :
elec-8.1.77 Skilled Electrician (2.0 + 0.5) day 1.005 400.00 402.00
elec-8.1.78 Semi skilled Electrician (6 + 1.5) day 3 320.00 960.00
elec-8.1.85 Helpers (2.0 + 0.5) day 1.005 320.00 321.60
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 1683.60 0.00
Sundries
Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for earth continuity including all labour charges etc., complete.Makes : Finolex / L&T.
Supply and run of 2 of 2.5 Sq mm PVC insulated flexible copper cable and 1 run of 1.00 Sq mm flexible PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S to swithc boards connections etc.,
El Data P No 190
Description Unit QTY Rate Rs. Amount Rs. ohr
1 2 3 4 5 6 7
Index -code
Specific ation No.
C) Cost for 100 RM 7463.00
Rate per Metre = C/100 74.65
11 3.1.5
elec- 1.5.4 2 run of 4.0 sq.mm wire 1 2 3650.00 7300.00
elec- 1.5.3 1 run of 2.50 sq. mm wire 1 1 2390.00 2390.00
9690.00
Add contr profit @ 14% on material 0 0.00
Total material cost 9690.00
Labour Charges
Skilled Electrician (1.0 + 0.34) day 1.34 400.00 536.00
Semi skilled Electrician (3+1) day 4 320.00 1280.00
Helpers(1.0 + 0.34) day 1.34 320.00 428.80
Add area allowence on labour charges @ 0% 0.00
Add contr profit @ 14% on Labour 0% 0.00
Cost per 100 Rmt 11934.80
Rate per Metre = C/100 119.35
12 3.3.7
Taking Output = 100 M
a) Material
elec-1.5.6 100 M 4 8600.00 34400.00
1.5.4 56/0.3 (4.0 sqmm) FR PVC flexible copper cable 1 3650.00 3650.00
Add contr profit @14% on material 0.00
Total material cost 38050.00
b) Labour charges :
elec-8.1.77 Skilled Electrician (2.0 + 0.5) day 2 400.00 800.00
elec-8.1.78 Semi skilled Electrician (6 + 1.5) day 6 320.00 1920.00
elec-8.1.85 Helpers (2.0 + 0.5) day 2 320.00 640.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 3360.00 0.00
Sundries
C) Cost for 100 RM 41410.00
Rate per Metre = C/100 414.10
Note : Labour Charges considered for 100 M / day
13 8.2.2
a) Material
elec-3.6.8 4' x 40 watts box type flourscent light fitting. each 1 850.50 850.50elec-3.7.16 Lamp cost of 40W each 1 45.00 45.00elec-8.1.35 Tw Round blocks each 2 6.00 12.00
Rate per each 907.50
Add contr profit @14% on material 0.00 0.00
Supply and 2 runs of 4.0 sq mm PVC insulated flexible copper cable and 1 run of 2.5 sq.mm flexible PVC insulated copper cable for earthing in the existing conduit pipe for power point including labour charges for 16A sockets. Make: Finolex / L&T
Supply and run of 4 of 10 Sq mm PVC insulated flexible copper cable and 1 run of 4 Sq mm PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs and connections etc.,complete
140/0.3mm (10 Sq.mm) FR PVC flexible copper cable
Supply, Transportation and fixing of 4' - 40 Watt box type flourescent single Tube Light fitting with Energy saving electronic ballast, consuming 28 W suitable for 40 Watt tube on varnished teak wood round blocks with flexible 3 core wire etc.,, complet Makes : Chowk: Trinic , tube : Philips / crompton
El Data P No 191
Description Unit QTY Rate Rs. Amount Rs. ohr
1 2 3 4 5 6 7
Index -code
Specific ation No.
Total for material 907.50
a) Labour charges
elec-8.1.77 Skilled Electrician day 0.10 400 40.00
elec-8.1.78 Semi Skilled Electrician day 0.10 320 32.00
Labour for 1 No 979.50
14
Taking Output = each
a) Material
elec-1.7.16 PVC batten holder each 1 20.00 20.00
elec-3.7.1 40W bulb each 1 12.00 12.00
elec-1.7.15 Deduct Cost of Ceiling Rose each 1 21.00 -21.00
11.00
Add contr profit @14% on material 0.00 0.00
Total for material 11.00
b) Labour charges :
elec-8.1.77 Skilled Electrician day 0.05 400.00 20.00
elec-8.1.85 Helpers day 0.05 320.00 16.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 36.00 0.00
Rate per each 47.00
2. Labour Charges proposed for 20 jobs per day
15
a) Material
elec-5.1.1 1200 mm (48") Ceiling Fan each 1 1600.00 1600
Transportation Charges on Unit Cost 1% 16.00 16.00
1616.00
Add contr profit @14% on material 0.00 0.00
Total material cost 1616.00
16 33
a) Material
elec-1.7.14 Steeped type Electronics type Regulator M 1 220.00 220.00
Add contr profit @14% on material 0.00 0.00
Total material cost 220.00
b) Labour charges.
elec-8.1.78 Semi skilled Electrician day 0.1 320.00 32.00
Sundries. 21.20
Add area allowence on labour charges @ 0% 0.00
Supply and fixing of batten holder / slanting holder in lieu of ceiling rose of light point complete with all connections and all labour charges with 40W bulb (for new installation).Makes : Gold Medal /Million / Vimal
Note : 1. The Cost of Ceiling Rose may be deducted in view of holder.
Supply of 1200 mm (48") sweep 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with all standard accessories.Makes: Crompton Decora / Bajaj Ultima /Havells Velocity / Usha Astra / Orient PSPO.
Supply and erecting Electronic type regulator for ceiling fans 1200 mm sweep complete erected on existing board.Make : Anchor / Gold Medal Olive / Million Zoom
El Data P No 192
Description Unit QTY Rate Rs. Amount Rs. ohr
1 2 3 4 5 6 7
Index -code
Specific ation No.
Add contr profit @14% on Labour 0% 0.00
Rate per Each 273.20
Note : Labour is Considered for 10 jobs / day
Labour Charges
17
a) Material
elec-1.6.8 23/0060 Twin Core wire M 1 9.90 9.90
LS 1 3.00 3.00
12.90
Add contr profit @14% on material 0.00 0.00
Total for material 12.90
b) Labour charges.
elec-8.1.77 Skilled Electrician day 0.125 400.00 50.00
elec-8.1.85 Helper day 0.125 320.00 40.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 90.00 0.00
Rate per Each 102.90
Note : Labour is Considered for 8 fans / day
18
a) Material
elec-5.1.14 300mm (12") 900 RPM H.D. Exhaust Fan each 1 2645.00 2645.00
Transportation Charges on Unit Cost 1% 26.45 26.45
Rate per Each 2671.45
Add contr profit @14% on material 0.00 0.00
Total for material 2671.45
19 36
a) Material
elec-1.6.8 23/0060 Twin flat wire M 1 9.90 9.90
elec-8.1.54 Cement kg 25 5.60 140.00
149.90
Add contr profit @14% on material 0.00 0.00
Total for material 149.90
b) Labour charges.
elec-8.1.77 Skilled Electrician day 0.25 400.00 100.00
elec-8.1.85 Helper day 0.25 320.00 80.00
elec-8.1.79 Mason day 0.25 350.00 87.50
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 267.50 0.00
Sundries such as Sand, Bolt, Nuts etc., LS 1 24.34 24.34
Rate per Each 441.75
Labour charges for Fixing of Ceiling fan and regulator including transportation and giving connections with twin core wire etc., complete.
Unforseen item works, such as painting to down rod, screws etc.,
Supply of fresh air exhaust fan of heavy duty 250V A.C.50Hz.. 300mm size (12") 900 R.P.M etc., complete. Makes: CG / Bajaj / Havells/ Orient.
Labour charges for fixing of Exhaust fan in wall with necessary connections and masonary work of making hole, finishing etc., complete
El Data P No 193
Description Unit QTY Rate Rs. Amount Rs. ohr
1 2 3 4 5 6 7
Index -code
Specific ation No.
Note :1. Labour is Considered for 6 jobs / day
2. Cost of louver shutter may be added if required.
20
a) Material
elec-3.1.1 1x40W WP flourscent street light fitting. each 1 1400.00 1400.00
elec-3.7.16 Lamp cost of 40W each 1 45.00 45.00
1445.00
Add contr profit @14% on material 0.00 0.00
Total for material 1445.00
21
a) Material
elec-8.1.59 25mm dia G.I pipe light grade M 1 205.00 205.00
elec-1.6.8 23/0060 twin core flexible copper cable M 2 9.90 19.80
Pipe bending charges LS 1 25.00 25.00
M.S flat and welding charges LS 1 35.00 35.00
284.80
Add contr profit @14% on material 0.00 0.00
Total for material 284.80
b) Labour charges
elec-8.1.77 Skilled Electrician/carpenter day 0.2 400.00 80.00
elec-8.1.79 Mason day 0.2 350.00 70.00
elec-8.1.78 Semi skilled Electrician / Helper day 0.2 320.00 64.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 214.00 0.00
Rate per each 498.80
22
8 way TPN Vertical DB
a) Material
elec.2.12.37 Nos 1 9100.00 9100.00
elec-2.8.2 125 Amps, 4 Pole , 25 kA MCCB Nos 0 7194.00 0.00
elec-2.9.6 10 kA, 63A TP MCBs: Nos 1 1477.00 1477.00
elec-2.9.1 10kA, 6 to 32A SP MCBs: Rs.184 / Each Nos 24 201.00 4824.00
15401.00
Add contr profit @14% on material 0.00
Total material cost 15401.00
b) Labour charges :
elec-8.1.77 Skilled Electrician day 1 400.00 400.00
elec-8.1.78 Semi Skilled Electrician day 1 320.00 320.00
elec-8.1.85 Helpers day 1 320.00 320.00
3. If hole is already made available, labour charges of Mason shall be deleted.
Supply of 1x40W weather proof flourescent streetlight fitting comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete. Makes: Phillips / GE / Wipro /Thorn
Fixing of 40W street light luminaire to the wall with 1.0 Mtr., 25mm dia GI pipe bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete.
Note : Labour Charges considered for 5 fixtures / day .
Supply and fixing TPN - Vertical type Distribution board with IP -43 Protection with 125A, 4 Pole 25 kA MCCB as incomer with 4Nos 63A TP MCBs and 12 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for flush mounting etc.
8 Way TPN Vertical DB with IP -43 (Metal door) protection suitable for 125A, 4 Pole, 25kA MCCB as incomer.
El Data P No 194
Description Unit QTY Rate Rs. Amount Rs. ohr
1 2 3 4 5 6 7
Index -code
Specific ation No.
Add area allowence on labour charges @ 0.00
Add contr profit @14% on Labour 1040.00 0.00
LS 19.00 19.00
Rate per each 16460.00
Say 16460.00
a 1No. Semi skilled mason
23
Taking Output = each
a) Material
elec.2.12.24 each 1 2491.00 2491.00
elec-2.10.6 40A, 4 Pole Isolator each 1 814.00 814.00
elec-2.9.1 10kA - 6-32A range SP MCBs each 12 201.00 2412.00
5717.00
Add contr profit @14% on material 0.00 0.00
Total material cost 5717.00
b) Labour charges :
elec-8.1.77 Skilled Electrician day 0.5 400.00 200.00
elec-8.1.78 Semi Skilled Electrician day 1 320.00 320.00
elec-8.1.85 Helpers day 1 320.00 320.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 840.00 0.00
Sundries such as TW Plugs, Screws Cement etc, LS 14.00 14.00
Rate per each 6571.00
Note : Labour Charges considered for 2 jobs / day
24
Taking Output = each
a) Material
each 1 2491.00 2491.00
elec-2.10.6 63A, 4 Pole Isolator each 1 890.00 890.00
elec-2.9.1 10kA - 6-32A range SP MCBs each 8 201.00 1608.00
4989.00
Add contr profit @14% on material 0.00 0.00
Total material cost 4989.00
b) Labour charges :
elec-8.1.77 Skilled Electrician day 0.5 400.00 200.00
elec-8.1.78 Semi Skilled Electrician day 1 320.00 320.00
Sundries such as T.W. Plugs, Screws, Cement etc.,
Note : 1. Labour Charges considered for 1 jobs / day2. If the Distribution Boards from Item No. 4.4.1 to 4.4.8 proposed for concealing, add the following:
b 1/4 bag cement
Supply and fixing TPN Distribution board with IP-43 protection (Metal Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for flush mounting etc., complete. 40A 4 Pole isolater 1 No 10KA 6-32 A range SPMCBS 8Nos for Outgoing. Make: MDS/GE/L&T Hanger/SIEMANS/SCHNEIDERS.
40A FP Isolator - 1 No for incomer, 10kA-6-32A SP MCBs - 12Nos for outgoing.
4way TPN, D.B with IP-43 Protection (MD) suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.
Supply and fixing TPN Distribution board with IP-43 protection (Metal Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for flush mounting etc., complete. 63 A FP Isolater 1 No, 6-32 A SPMCB's 8 Nos .Make :MDS/GE/L&T Hanger/SIEMANS/SCHNEIDERS.
40A FP Isolator - 1 No for incomer, 10kA-6-32A SP MCBs - 12Nos for outgoing.
4way TPN, D.B with IP-43 Protection (MD) suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.
El Data P No 195
Description Unit QTY Rate Rs. Amount Rs. ohr
1 2 3 4 5 6 7
Index -code
Specific ation No.
elec-8.1.85 Helpers day 1 320.00 320.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 840.00 0.00
Sundries such as TW Plugs, Screws Cement etc, LS 14.00 14.00
Rate per each 5843.00
Note : Labour Charges considered for 2 jobs / day
25 Elec4.1.25 SSR rateRs.246.20.
246.20
26
a) Material
cum 1.21 122.11 147.75
cum 0.9 150.00 135.00
1 25.00 25.00
40mm dia 'B' Class G.I pipe Mtr 2.5 301.00 752.50
Each 1 75.00 75.00
Each 16 5.00 80.00
elec-8.1.12 G.I Nuts, Bolts an Washers Set 4 12.00 48.00
18" dia hume pipe ring Each 1 100.00 100.00
elec-8.1.16 Hard Coke Kg 20 8.00 160.00
elec-8.1.17 Salt Kg 20 4.00 80.00
1603.25
Add contr profit @14% on material 0.00 0.00
Total material cost 1603.25
Each
Semi skilled Electrician day 0.5 320.00 160.00
Helpers day 0.5 320.00 160.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 320.00 0.00
Sundries
Rate per each Say 1923.30
27
a) Material
elec-2.6.4 100 A Fuse units each 3 484.00 1452.00
100 A neutral links each 1 118.00 118.00
elec-1.4.7 T.W blocks ( 12" x 15" ) each 1 99.00 99.00
1669.00
supply of 35 sqmm 3.5 core PVC XLPE armourd cable 1100V Grade with ISI Mark Standard / Solid Alluminium Conductor. Make : Universal/NICCO/Torrent/CCI
Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes
Earth Work Excavation of Hard gravel Soil with small boulder for trench 1st step of size 1.5 x 0.9 x 0.9 m
Excavation of Hard disteggrated rocks and boulders for trench 2nd Step of size 1.2 x 0.6 x 1.2 m (Civil SSR)
25% extra for narrow trench & pit and back filling with Sand, Coke, Salt etc., and leveling
25 x 6 mm (1"X 1/4") G.I Flat duly drilled 12mm holes (4 Nos) of 200 mm (8") length
Drilling of 16 Nos through holes of 12mm dia to G.I pipe
b) labour charges for fixing pipe ring and connections
Supply and Fixing of 3 phase meter Box, 3 Nos 100 A fuse units, Neutral link, on T.W block with all accessaries etc., complete for finished items of work.
El Data P No 196
Description Unit QTY Rate Rs. Amount Rs. ohr
1 2 3 4 5 6 7
Index -code
Specific ation No.
Add contr profit @14% on material 0.00 0.00
Total for material 1669.00
elec-8.1.77 day 1 400.00 400.00
elec-8.1.85 day 4 320.00 1280.00
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 1680.00 0.00
50.00
3399.00
28
Taking Output = 100 M
a) Material
elec-7.1.1 2 pair telephone wire 100 M 1 1010.00 1010.00
Add contr profit @14% on material 0.00 0.00
Total for material 1010.00
b) Labour charges :
elec-8.1.77 Skilled Electrician day 0.34 315.00 107.10
elec-8.1.78 Semi Skilled Electrician day 1 285.00 285.00
elec-8.1.85 Helpers day 0.34 285.00 96.90
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 489.00 0.00
Sundries
C) Cost for 100 RM 1499.00
Rate per Metre = C/100 15.00
Note : Labour Charges considered for 150 M / day
29
Taking Output = 100 M
a) Material
elec-1.7.18 telephone jack type socket 1 48.00 48.00
elec-1.3.1 MS box 1 54.00 54.00
elec-1.4.22 4x4 sunglass delux board 1 13.20 13.20
115.20
Add contr profit @14% on material 0.00 0.00
Total for material 115.20
b) Labour charges :
elec-8.1.77 Skilled Electrician day 0.1 315.00 31.50
elec-8.1.78 Semi Skilled Electrician day 0.1 285.00 28.50
elec-8.1.85 Helpers day 0.1 285.00 28.50
b) Labour charges
Skilled Electrician
Helper
Sundires such as Cement, Sand etc.,
Rate per Each
Supply and laying of 2 pair telephone wire in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes: million/payal/goldmedal/powerflex
Supply and fixing of telephone jack type socket with top on MS box with modular plate cover with screws connections etc., Makes: Gold Medal Olive / Million zoom
El Data P No 197
Description Unit QTY Rate Rs. Amount Rs. ohr
1 2 3 4 5 6 7
Index -code
Specific ation No.
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 88.50 0.00
Sundries
C) Cost for each 203.70
30 elec3.7.26 1 115.00 115.00
31
Taking Output = 100 M
a) Material
elec-7.1.4 cat-6 UTP LAN cable 100 M 1 2580.00 2580.00
Add contr profit @14% on material 0.00 0.00
Total for material 2580.00
b) Labour charges :
elec-8.1.77 Skilled Electrician day 0.34 315.00 107.10
elec-8.1.78 Semi Skilled Electrician day 1 285.00 285.00
elec-8.1.85 Helpers day 0.34 285.00 96.90
Add area allowence on labour charges @ 0% 0.00
Add contr profit @14% on Labour 0% 489.00 0.00
Sundries
C) Cost for 100 RM 3069.00
Rate per Metre = C/100 30.70
Note : Labour Charges considered for 150 M / day
Supply of 18W pin type CFL Lamp of Makes:Wipro/Bajaj/Phillips/Thorn
Supply and laying of LAN cable Cat-6(A) UTP CABLE in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes:D Link/Finolex
Name of the work : Sub Estiate for the work Providing Electrification to Model School
Quantity Description of Work Unit Rate (Rs.)in fig.
CONDUIT PIPE
1 1250 RM #REF! #REF! #REF!
2 500 RM #REF! #REF! #REF!
WIRING
3 657 PTS #REF! POINT #REF! #REF!
4 82 PTS #REF! POINT #REF! #REF!
57 EACH #REF! #REF!
5 207 PTS POINT #REF! #REF!
6 27 NOS #REF! EACH #REF! #REF!7 7 NOS EACH #REF! #REF!
8 57 NOS EACH #REF! #REF!
RUN OF MAINS
9 628 RM #REF! #REF!
10 1985 RM #REF! #REF!
S. NO
.
Amount (Rs.)
ONE RM
ONE RM
Supply and fixing of 3 Nos 6A 3 pin wall plug socket with 3 Nos. 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete.Makes : Anchor / Gold Medal Olive /Million Zoom
Wiring with three runs of 1.0 sq.mm insulated PVC flexible copper conductor cable (phase, neutral, earth) in the existing conduit pipe with 6 Amps flush type switch, and 6 A 3/2 pin socket on Separate switch board etc.,complete as required Make:Million / Gold Medal
Supply and fixing single phase DB in sheet steel enclosure with metalic plug and socket with 1 No. 20/32A,10KA SPMCB ( Motor characteristics MCBs) control including making connections etc., complete concealing in wall. Makes : MDS / L&T Hager.
Supply and fixing of cat-6 RJ-45information outlets including dual face plate with MS box with modular plate cover with screws connections etc., Makes: Belden/D link/Legrand
Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for earth continuity including all labour charges etc., complete.Makes : Gold Medal / Finolex / RPG/ L&T Hager / Million
ONE RM
Supply and run of 2 of 2.5 sq.mm PVC insulated flexible copper cable and one run of 1.0 sq.mm flexible copper wire for earthing in existing MS conduit pipe for circuits including labour charges (phase neutral and earth) etc., complete as required for switch board circuit mains.Make:Finolex / Gold Medal /L&T/ Million / RPG.
ONE RM
11 420 RM #REF! #REF!
12 44 RM #REF! #REF!
13 50 RM #REF! #REF!
14 224 RM #REF! #REF!
15 538 RM #REF! #REF!
16 50 NOS EACH 200.00 10000.00
17 11 NOS EACH #REF! #REF!
LIGHT FITTINGS
18 306 NOS EACH #REF! #REF!
19 85 NOS EACH #REF! #REF!
20 157 NOS EACH #REF! #REF!
21 157 NOS EACH #REF! #REF!
Supply and run of 2 of 2.5 sq.mm PVC insulated flexible copper cable for earthing in existing MS conduit pipe for circuits including labour charges (phase neutral and earth) etc., complete as required for switch board circuit mains.Make:Finolex / Gold Medal /L&T/ Million / RPG.
ONE RM
Supply and run of 4 of 6 Sq mm PVC insulated flexible copper cable PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs and connections etc.,complete for Lighting Distribution boards.Make:Finolex / Gold Medal /L&T/ Million / RPG.
ONE RM
Supply and run of 4 of 10 Sq mm PVC insulated flexible copper cable PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs and connections etc.,complete for PDB's and AC DBSMake:Finolex / Gold Medal /L&T/ Million / RPG.
ONE RM
Supply and laying of 2 pair telephone wire in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes: million/payal/goldmedal/powerflex
ONE RM
Supply and laying of LAN cable Cat-6(A) UTP CABLE in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes:D Link/Finolex
ONE RM
Supply of 3feet length patch cords of make D link make / Beldan / Krone
Supply and fixing of telephone jack type socket with top on MS box with modular plate cover with screws connections etc., Makes: Gold Medal Olive / Million zoom
Supply, Transportation and fixing of 4' - 40 Watt box type flourescent single Tube Light fitting with Energy saving electronic ballast suitable for 40 Watt tube on varnished teak wood round blocks with flexible 3 core wire etc.,, complete with all connections including cost of 40W tube. The fitting shall be under warranty for three years.Makes: Crompton/Bajaj/Surya/Havells.
Supply and fixing of batten holder / slanting holder in lieu of ceiling rose of light point complete with all connections and all labour charges with 40W bulb (for new installation).Makes : Gold Medal /Million / Vimal
Supply of 1200 mm (48") sweep 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with all standard accessories.Makes: Crompton Aura / Bajaj R Gold / Havells Festiva / Usha Premium.
Supply and erecting Electronic type regulator for ceiling fans 1200 mm sweep complete erected on existing board.
22 157 NOS EACH #REF! #REF!
23 14 NOS EACH #REF! #REF!
24 14 NOS EACH #REF! #REF!
25 12 NOS EACH #REF! #REF!
26 12 NOS EACH #REF! #REF!
27 1 NOS EACH #REF! #REF!
28 1 NOS EACH #REF! #REF!
DISTRIBUTION BOARDS
29 2 NOS EACH #REF! #REF!
30 8 NOS EACH #REF! #REF!
31 250 RM #REF! #REF!
32 2 Nos EACH #REF! #REF!
33 2 Nos #REF!
34 2 Nos EACH #REF! #REF!
CABLES
Labour charges for Fixing of Ceiling fan and regulator including transportation and giving connections with twin core wire etc., complete.
Supply of fresh air exhaust fan of heavy duty 250V A.C.50Hz.. 300mm size (12") 900 R.P.M etc., complete. Makes: CG / Bajaj / Havells/ Orient.
Labour charges for fixing of Exhaust fan in wall with necessary connections and masonary work of making hole, finishing etc., complete
Supply of 1x40W weather proof flourescent streetlight fitting comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete.Makes: Phillips / GE / Wipro
Fixing of 40W street light luminaire to the wall with 1.0 Mtr., 25mm dia GI pipe bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete.
Supply of Integral street light luminaire of 150W HPSV lamp fitting comprises of single piece die cast Aluminium body with copper wound ballast and capacitor, Ignitor, with pot optics including 150W HPSV lamp etc., complete.Makes: Phillips / GE.
Fixing of MV / SV/MH luminaire on wall with 1.0mt 40mm dia GI pipe bracket and anti-tilting MS flat, 2.5 Sq.mm flexible copper cable etc.,including all labour charges for mason work and giving connections etc., complete.
Supply and fixing TPN - Vertical type Distribution board with IP -43 Protection with 125A, 4 Pole 25 kA MCCB as incomer with 4Nos 63A TP MCBs and 12 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for flush mounting etc., complete.Makes: MDS/ L&T Hager
Supply and fixing of TPN 4 way distribution board board flushed in wall suitable for single pole outgoing MCB's in sheet metal enclosure with 63 Amps -4 pole isolator incomer and 12 nos. 16 to 32 Amps single pole, 10 KA breaking capacity MCB outgoings including connections and labour etc. (Lighting DB's)Makes : MDS / L&T Hager.
Supply of the following PVC XLPE armoured cable 1100 V. Grade with ISI mark stranded/solid aluminimum conduct complete., Make: Universal/NICCO/RPG/SURANA/POY CAB/Paragaon Cables. 3.50Core 25 Sq.mm
ONE RM
Supply and fixing of 24 port switches of D link make including making connections and etc., complete
Supply of 17U floor mounting net work rack with power spike including all accessries of make HCL / VallSupply and fixing TPN - Vertical type Distribution board with IP -43 Protection with 1 No. 63A TP MCB as incomer with 24 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for flush mounting etc., complete.Makes: MDS/ L&T Hager
35 100 Mtrs 1 Mtr #REF! #REF!
36 200 Mtrs 1 Mtr #REF! #REF!
EARTHING
37 4 NOS EACH #REF! #REF!
38 1 NO EACH 2521.00 2521.00
TOTAL: #REF!
Supply of 3.5 Core 95 Sq. mm PVC XLPE armoured cable 1100 V. Grade with ISI mark stranded / solid, aluminimum conductor complete Make: Universal / NICCO/ TORRENT/CCI/ FORTUNE ART
Earth work excavation of Trench in hard ground soil, laying of U.G cables upto 50 Sq,mm on sand cushion covering the cable with bricks and back filling of Trench duly providing route indicator embedded in C.C including cost and conveyance of materials and labour charges etc., complete.
Providing independent earthing by excavating a trench to a depth of 2.1 M in all soild, as per size specified in the Data using 40 mm dia 'B' Class GI pipe of 2.5 mtrs length with necessary accessories with hume pipe rings duly providing staggered holes including filling with equal proportion of salt and charcoal in layers and all labour charges etc., complete for smal quarters.
Supply and Fixing of 3 phase meter Box, 3 Nos 100 A fuse units, Neutral link, on T.W block with all accessaries etc., complete for finished items of work.
CONVEYANCE CHARGES AS PER COMMON SSR 2009 - 2010
Water Bricks
## 1 1.00 27.63 26.67 0.00 39.21 16.49 44.472 2.00 38.68 37.37 7.60 54.91 23.07 62.283 3.00 51.67 51.67 17.80 75.96 30.70 82.984 4.00 62.72 62.72 25.70 92.19 37.28 100.615 5.00 73.77 73.77 33.60 108.51 43.86 118.606 6.00 84.82 84.82 41.50 124.74 50.44 136.407 7.00 95.88 95.88 49.40 140.96 57.02 154.218 8.00 106.93 106.93 57.30 157.19 63.60 172.029 9.00 117.98 117.98 65.20 173.42 70.18 189.82
10 10.00 129.04 129.04 73.10 189.65 76.75 207.6311 11.00 140.09 140.09 81.00 205.88 83.33 225.4412 12.00 151.14 151.14 88.90 222.11 89.91 243.2513 13.00 162.19 162.19 96.80 238.33 96.49 261.0514 14.00 173.25 173.25 104.70 254.56 103.07 278.8615 15.00 184.30 184.30 112.60 270.79 109.65 296.6716 16.00 195.35 195.35 120.50 287.02 116.23 314.4717 17.00 206.40 206.40 128.40 303.25 122.81 332.2818 18.00 217.46 217.46 136.30 319.47 129.39 350.0919 19.00 228.51 228.51 144.20 335.70 135.96 367.8920 20.00 239.56 239.56 152.10 351.93 142.54 385.7021 21.00 250.61 250.61 160.00 368.16 149.12 403.5122 22.00 261.67 261.67 167.90 384.39 155.70 421.3223 23.00 272.72 272.72 175.80 400.61 162.28 439.1224 24.00 283.77 283.77 183.70 416.84 168.86 456.9325 25.00 294.82 294.82 191.60 433.07 175.44 474.7426 26.00 305.88 305.88 199.50 449.30 182.02 492.5427 27.00 316.93 316.93 207.40 465.53 188.60 510.3528 28.00 327.98 327.98 215.30 481.75 195.18 528.1629 29.00 339.04 339.04 223.20 497.98 201.75 545.9630 30.00 350.09 350.09 231.10 514.21 208.33 563.7731 31.00 359.30 359.30 237.70 527.81 213.86 578.6032 32.00 368.51 368.51 244.30 541.40 219.39 593.4233 33.00 377.72 377.72 250.90 555.00 224.91 608.2534 34.00 386.93 386.93 257.50 568.60 230.44 623.0735 35.00 396.14 396.14 264.10 582.19 235.96 637.8936 36.00 405.35 405.35 270.70 595.79 241.49 652.7237 37.00 414.56 414.56 277.30 609.39 247.02 667.5438 38.00 423.77 423.77 283.90 622.98 252.54 682.3739 39.00 432.98 432.98 290.50 636.58 258.07 697.1940 40.00 442.19 442.19 297.10 650.18 263.60 712.0241 41.00 451.40 451.40 303.70 663.77 269.12 726.8442 42.00 460.61 460.61 310.30 677.37 274.65 741.6743 43.00 469.82 469.82 316.90 690.96 280.18 756.4944 44.00 479.04 479.04 323.50 704.56 285.70 771.3245 45.00 488.25 488.25 330.10 718.16 291.23 786.1446 46.00 497.46 497.46 336.70 731.75 296.75 800.9647 47.00 506.67 506.67 343.30 745.35 302.28 815.7948 48.00 515.88 515.88 349.90 758.95 307.81 830.6149 49.00 525.09 525.09 356.50 772.54 313.33 845.4450 50.00 534.30 534.30 363.10 786.14 318.86 860.2651 51.00 543.51 543.51 369.70 799.74 324.39 875.0952 52.00 552.72 552.72 376.30 813.33 329.91 889.9153 53.00 561.93 561.93 382.90 826.93 335.44 904.7454 54.00 571.14 571.14 389.50 840.53 340.96 919.56
Sl.No
Lead in Kms
Earth/Sand/Gravel/Murrum/Lime/Surki
Rubble/Size Stone/Cut
Stone/Coarse aggregates
Cement/Steel/RCC poles/A.C & G.I
Sheets/Packed materials
PCC Slabs/Shabad Slabs/CC &
Laterite Blocks/Wood
55 55.00 580.35 580.35 396.10 854.12 346.49 934.3956 56.00 589.56 589.56 402.70 867.72 352.02 949.2157 57.00 598.77 598.77 409.30 881.32 357.54 964.0458 58.00 607.98 607.98 415.90 894.91 363.07 978.8659 59.00 617.19 617.19 422.50 908.51 368.60 993.6860 60.00 626.40 626.40 429.10 922.11 374.12 1008.5161 61.00 635.61 635.61 435.70 935.70 379.65 1023.3362 62.00 644.82 644.82 442.30 949.30 385.18 1038.1663 63.00 654.04 654.04 448.90 962.89 390.70 1052.9864 64.00 663.25 663.25 455.50 976.49 396.23 1067.8165 65.00 672.46 672.46 462.10 990.09 401.75 1082.6366 66.00 681.67 681.67 468.70 1003.68 407.28 1097.4667 67.00 690.88 690.88 475.30 1017.28 412.81 1112.2868 68.00 700.09 700.09 481.90 1030.88 418.33 1127.1169 69.00 709.30 709.30 488.50 1044.47 423.86 1141.9370 70.00 718.51 718.51 495.10 1058.07 429.39 1156.7571 71.00 727.72 727.72 501.70 1071.67 434.91 1171.5872 72.00 736.93 736.93 508.30 1085.26 440.44 1186.4073 73.00 746.14 746.14 514.90 1098.86 445.96 1201.2374 74.00 755.35 755.35 521.50 1112.46 451.49 1216.0575 75.00 764.56 764.56 528.10 1126.05 457.02 1230.8876 76.00 773.77 773.77 534.70 1139.65 462.54 1245.7077 77.00 782.98 782.98 541.30 1153.25 468.07 1260.5378 78.00 792.19 792.19 547.90 1166.84 473.60 1275.3579 79.00 801.40 801.40 554.50 1180.44 479.12 1290.1880 80.00 810.61 810.61 561.10 1194.04 484.65 1305.0081 81.00 819.82 819.82 567.70 1207.63 490.18 1319.8282 82.00 829.04 829.04 574.30 1221.23 495.70 1334.6583 83.00 838.25 838.25 580.90 1234.82 501.23 1349.4784 84.00 847.46 847.46 587.50 1248.42 506.75 1364.3085 85.00 856.67 856.67 594.10 1262.02 512.28 1379.1286 86.00 865.88 865.88 600.70 1275.61 517.81 1393.9587 87.00 875.09 875.09 607.30 1289.21 523.33 1408.7788 88.00 884.30 884.30 613.90 1302.81 528.86 1423.6089 89.00 893.51 893.51 620.50 1316.40 534.39 1438.4290 90.00 902.72 902.72 627.10 1330.00 539.91 1453.2591 91.00 911.93 911.93 633.70 1343.60 545.44 1468.0792 92.00 921.14 921.14 640.30 1357.19 550.96 1482.8993 93.00 930.35 930.35 646.90 1370.79 556.49 1497.7294 94.00 939.56 939.56 653.50 1384.39 562.02 1512.5495 95.00 948.77 948.77 660.10 1397.98 567.54 1527.3796 96.00 957.98 957.98 666.70 1411.58 573.07 1542.1997 97.00 967.19 967.19 673.30 1425.18 578.60 1557.0298 98.00 976.40 976.40 679.90 1438.77 584.12 1571.8499 99.00 985.61 985.61 686.50 1452.37 589.65 1586.67
100 100.00 994.82 994.82 693.10 1465.96 595.18 1601.49101 101.00 1004.04 1004.04 699.70 1479.56 600.70 1616.32102 102.00 1013.25 1013.25 706.30 1493.16 606.23 1631.14103 103.00 1022.46 1022.46 712.90 1506.75 611.75 1645.96104 104.00 1031.67 1031.67 719.50 1520.35 617.28 1660.79105 105.00 1040.88 1040.88 726.10 1533.95 622.81 1675.61106 106.00 1050.09 1050.09 732.70 1547.54 628.33 1690.44107 107.00 1059.30 1059.30 739.30 1561.14 633.86 1705.26108 108.00 1068.51 1068.51 745.90 1574.74 639.39 1720.09109 109.00 1077.72 1077.72 752.50 1588.33 644.91 1734.91110 110.00 1086.93 1086.93 759.10 1601.93 650.44 1749.74111 111.00 1096.14 1096.14 765.70 1615.53 655.96 1764.56112 112.00 1105.35 1105.35 772.30 1629.12 661.49 1779.39113 113.00 1114.56 1114.56 778.90 1642.72 667.02 1794.21114 114.00 1123.77 1123.77 785.50 1656.32 672.54 1809.04115 115.00 1132.98 1132.98 792.10 1669.91 678.07 1823.86
116 116.00 1142.19 1142.19 798.70 1683.51 683.60 1838.68117 117.00 1151.40 1151.40 805.30 1697.11 689.12 1853.51118 118.00 1160.61 1160.61 811.90 1710.70 694.65 1868.33119 119.00 1169.82 1169.82 818.50 1724.30 700.18 1883.16120 120.00 1179.04 1179.04 825.10 1737.89 705.70 1897.98121 121.00 1188.25 1188.25 831.70 1751.49 711.23 1912.81122 122.00 1197.46 1197.46 838.30 1765.09 716.75 1927.63123 123.00 1206.67 1206.67 844.90 1778.68 722.28 1942.46124 124.00 1215.88 1215.88 851.50 1792.28 727.81 1957.28125 125.00 1225.09 1225.09 858.10 1805.88 733.33 1972.11126 126.00 1234.30 1234.30 864.70 1819.47 738.86 1986.93127 127.00 1243.51 1243.51 871.30 1833.07 744.39 2001.75128 128.00 1252.72 1252.72 877.90 1846.67 749.91 2016.58129 129.00 1261.93 1261.93 884.50 1860.26 755.44 2031.40130 130.00 1271.14 1271.14 891.10 1873.86 760.96 2046.23131 131.00 1280.35 1280.35 897.70 1887.46 766.49 2061.05132 132.00 1289.56 1289.56 904.30 1901.05 772.02 2075.88133 133.00 1298.77 1298.77 910.90 1914.65 777.54 2090.70134 134.00 1307.98 1307.98 917.50 1928.25 783.07 2105.53135 135.00 1317.19 1317.19 924.10 1941.84 788.60 2120.35136 136.00 1326.40 1326.40 930.70 1955.44 794.12 2135.18137 137.00 1335.61 1335.61 937.30 1969.04 799.65 2150.00138 138.00 1344.82 1344.82 943.90 1982.63 805.18 2164.82139 139.00 1354.04 1354.04 950.50 1996.23 810.70 2179.65140 140.00 1363.25 1363.25 957.10 2009.82 816.23 2194.47141 141.00 1372.46 1372.46 963.70 2023.42 821.75 2209.30142 142.00 1381.67 1381.67 970.30 2037.02 827.28 2224.12143 143.00 1390.88 1390.88 976.90 2050.61 832.81 2238.95144 144.00 1400.09 1400.09 983.50 2064.21 838.33 2253.77145 145.00 1409.30 1409.30 990.10 2077.81 843.86 2268.60146 146.00 1418.51 1418.51 996.70 2091.40 849.39 2283.42147 147.00 1427.72 1427.72 1003.30 2105.00 854.91 2298.25148 148.00 1436.93 1436.93 1009.90 2118.60 860.44 2313.07149 149.00 1446.14 1446.14 1016.50 2132.19 865.96 2327.89150 150.00 1455.35 1455.35 1023.10 2145.79 871.49 2342.72151 151.00 1464.56 1464.56 1029.70 2159.39 877.02 2357.54152 152.00 1473.77 1473.77 1036.30 2172.98 882.54 2372.37153 153.00 1482.98 1482.98 1042.90 2186.58 888.07 2387.19154 154.00 1492.19 1492.19 1049.50 2200.18 893.60 2402.02155 155.00 1501.40 1501.40 1056.10 2213.77 899.12 2416.84156 156.00 1510.61 1510.61 1062.70 2227.37 904.65 2431.67157 157.00 1519.82 1519.82 1069.30 2240.96 910.18 2446.49158 158.00 1529.04 1529.04 1075.90 2254.56 915.70 2461.32159 159.00 1538.25 1538.25 1082.50 2268.16 921.23 2476.14160 160.00 1547.46 1547.46 1089.10 2281.75 926.75 2490.96161 161.00 1556.67 1556.67 1095.70 2295.35 932.28 2505.79162 162.00 1565.88 1565.88 1102.30 2308.95 937.81 2520.61163 163.00 1575.09 1575.09 1108.90 2322.54 943.33 2535.44164 164.00 1584.30 1584.30 1115.50 2336.14 948.86 2550.26165 165.00 1593.51 1593.51 1122.10 2349.74 954.39 2565.09166 166.00 1602.72 1602.72 1128.70 2363.33 959.91 2579.91167 167.00 1611.93 1611.93 1135.30 2376.93 965.44 2594.74168 168.00 1621.14 1621.14 1141.90 2390.53 970.96 2609.56169 169.00 1630.35 1630.35 1148.50 2404.12 976.49 2624.39170 170.00 1639.56 1639.56 1155.10 2417.72 982.02 2639.21171 171.00 1648.77 1648.77 1161.70 2431.32 987.54 2654.04172 172.00 1657.98 1657.98 1168.30 2444.91 993.07 2668.86173 173.00 1667.19 1667.19 1174.90 2458.51 998.60 2683.68174 174.00 1676.40 1676.40 1181.50 2472.11 1004.12 2698.51175 175.00 1685.61 1685.61 1188.10 2485.70 1009.65 2713.33176 176.00 1694.82 1694.82 1194.70 2499.30 1015.18 2728.16
177 177.00 1704.04 1704.04 1201.30 2512.89 1020.70 2742.98178 178.00 1713.25 1713.25 1207.90 2526.49 1026.23 2757.81179 179.00 1722.46 1722.46 1214.50 2540.09 1031.75 2772.63180 180.00 1731.67 1731.67 1221.10 2553.68 1037.28 2787.46181 181.00 1740.88 1740.88 1227.70 2567.28 1042.81 2802.28182 182.00 1750.09 1750.09 1234.30 2580.88 1048.33 2817.11183 183.00 1759.30 1759.30 1240.90 2594.47 1053.86 2831.93184 184.00 1768.51 1768.51 1247.50 2608.07 1059.39 2846.75185 185.00 1777.72 1777.72 1254.10 2621.67 1064.91 2861.58186 186.00 1786.93 1786.93 1260.70 2635.26 1070.44 2876.40187 187.00 1796.14 1796.14 1267.30 2648.86 1075.96 2891.23188 188.00 1805.35 1805.35 1273.90 2662.46 1081.49 2906.05189 189.00 1814.56 1814.56 1280.50 2676.05 1087.02 2920.88190 190.00 1823.77 1823.77 1287.10 2689.65 1092.54 2935.70191 191.00 1832.98 1832.98 1293.70 2703.25 1098.07 2950.53192 192.00 1842.19 1842.19 1300.30 2716.84 1103.60 2965.35193 193.00 1851.40 1851.40 1306.90 2730.44 1109.12 2980.18194 194.00 1860.61 1860.61 1313.50 2744.04 1114.65 2995.00195 195.00 1869.82 1869.82 1320.10 2757.63 1120.18 3009.82196 196.00 1879.04 1879.04 1326.70 2771.23 1125.70 3024.65197 197.00 1888.25 1888.25 1333.30 2784.82 1131.23 3039.47198 198.00 1897.46 1897.46 1339.90 2798.42 1136.75 3054.30199 199.00 1906.67 1906.67 1346.50 2812.02 1142.28 3069.12200 200.00 1915.88 1915.88 1353.10 2825.61 1147.81 3083.95201 201.00 1925.09 1925.09 1359.70 2839.21 1153.33 3098.77202 202.00 1934.30 1934.30 1366.30 2852.81 1158.86 3113.60203 203.00 1943.51 1943.51 1372.90 2866.40 1164.39 3128.42204 204.00 1952.72 1952.72 1379.50 2880.00 1169.91 3143.25205 205.00 1961.93 1961.93 1386.10 2893.60 1175.44 3158.07206 206.00 1971.14 1971.14 1392.70 2907.19 1180.96 3172.89207 207.00 1980.35 1980.35 1399.30 2920.79 1186.49 3187.72208 208.00 1989.56 1989.56 1405.90 2934.39 1192.02 3202.54209 209.00 1998.77 1998.77 1412.50 2947.98 1197.54 3217.37210 210.00 2007.98 2007.98 1419.10 2961.58 1203.07 3232.19211 211.00 2017.19 2017.19 1425.70 2975.18 1208.60 3247.02212 212.00 2026.40 2026.40 1432.30 2988.77 1214.12 3261.84213 213.00 2035.61 2035.61 1438.90 3002.37 1219.65 3276.67214 214.00 2044.82 2044.82 1445.50 3015.96 1225.18 3291.49215 215.00 2054.04 2054.04 1452.10 3029.56 1230.70 3306.32216 216.00 2063.25 2063.25 1458.70 3043.16 1236.23 3321.14217 217.00 2072.46 2072.46 1465.30 3056.75 1241.75 3335.96218 218.00 2081.67 2081.67 1471.90 3070.35 1247.28 3350.79219 219.00 2090.88 2090.88 1478.50 3083.95 1252.81 3365.61220 220.00 2100.09 2100.09 1485.10 3097.54 1258.33 3380.44221 221.00 2109.30 2109.30 1491.70 3111.14 1263.86 3395.26222 222.00 2118.51 2118.51 1498.30 3124.74 1269.39 3410.09223 223.00 2127.72 2127.72 1504.90 3138.33 1274.91 3424.91224 224.00 2136.93 2136.93 1511.50 3151.93 1280.44 3439.74225 225.00 2146.14 2146.14 1518.10 3165.53 1285.96 3454.56226 226.00 2155.35 2155.35 1524.70 3179.12 1291.49 3469.39227 227.00 2164.56 2164.56 1531.30 3192.72 1297.02 3484.21228 228.00 2173.77 2173.77 1537.90 3206.32 1302.54 3499.04229 229.00 2182.98 2182.98 1544.50 3219.91 1308.07 3513.86230 230.00 2192.19 2192.19 1551.10 3233.51 1313.60 3528.68231 231.00 2201.40 2201.40 1557.70 3247.11 1319.12 3543.51232 232.00 2210.61 2210.61 1564.30 3260.70 1324.65 3558.33233 233.00 2219.82 2219.82 1570.90 3274.30 1330.18 3573.16234 234.00 2229.04 2229.04 1577.50 3287.89 1335.70 3587.98235 235.00 2238.25 2238.25 1584.10 3301.49 1341.23 3602.81236 236.00 2247.46 2247.46 1590.70 3315.09 1346.75 3617.63237 237.00 2256.67 2256.67 1597.30 3328.68 1352.28 3632.46
238 238.00 2265.88 2265.88 1603.90 3342.28 1357.81 3647.28239 239.00 2275.09 2275.09 1610.50 3355.88 1363.33 3662.11240 240.00 2284.30 2284.30 1617.10 3369.47 1368.86 3676.93241 241.00 2293.51 2293.51 1623.70 3383.07 1374.39 3691.75242 242.00 2302.72 2302.72 1630.30 3396.67 1379.91 3706.58243 243.00 2311.93 2311.93 1636.90 3410.26 1385.44 3721.40244 244.00 2321.14 2321.14 1643.50 3423.86 1390.96 3736.23245 245.00 2330.35 2330.35 1650.10 3437.46 1396.49 3751.05246 246.00 2339.56 2339.56 1656.70 3451.05 1402.02 3765.88247 247.00 2348.77 2348.77 1663.30 3464.65 1407.54 3780.70248 248.00 2357.98 2357.98 1669.90 3478.25 1413.07 3795.53249 249.00 2367.19 2367.19 1676.50 3491.84 1418.60 3810.35250 250.00 2376.40 2376.40 1683.10 3505.44 1424.12 3825.18251 251.00 2385.61 2385.61 1689.70 3519.04 1429.65 3840.00252 252.00 2394.82 2394.82 1696.30 3532.63 1435.18 3854.82253 253.00 2404.04 2404.04 1702.90 3546.23 1440.70 3869.65254 254.00 2413.25 2413.25 1709.50 3559.82 1446.23 3884.47255 255.00 2422.46 2422.46 1716.10 3573.42 1451.75 3899.30256 256.00 2431.67 2431.67 1722.70 3587.02 1457.28 3914.12257 257.00 2440.88 2440.88 1729.30 3600.61 1462.81 3928.95258 258.00 2450.09 2450.09 1735.90 3614.21 1468.33 3943.77259 259.00 2459.30 2459.30 1742.50 3627.81 1473.86 3958.60260 260.00 2468.51 2468.51 1749.10 3641.40 1479.39 3973.42261 261.00 2477.72 2477.72 1755.70 3655.00 1484.91 3988.25262 262.00 2486.93 2486.93 1762.30 3668.60 1490.44 4003.07263 263.00 2496.14 2496.14 1768.90 3682.19 1495.96 4017.89264 264.00 2505.35 2505.35 1775.50 3695.79 1501.49 4032.72265 265.00 2514.56 2514.56 1782.10 3709.39 1507.02 4047.54266 266.00 2523.77 2523.77 1788.70 3722.98 1512.54 4062.37267 267.00 2532.98 2532.98 1795.30 3736.58 1518.07 4077.19268 268.00 2542.19 2542.19 1801.90 3750.18 1523.60 4092.02269 269.00 2551.40 2551.40 1808.50 3763.77 1529.12 4106.84270 270.00 2560.61 2560.61 1815.10 3777.37 1534.65 4121.67271 271.00 2569.82 2569.82 1821.70 3790.96 1540.18 4136.49272 272.00 2579.04 2579.04 1828.30 3804.56 1545.70 4151.32273 273.00 2588.25 2588.25 1834.90 3818.16 1551.23 4166.14274 274.00 2597.46 2597.46 1841.50 3831.75 1556.75 4180.96275 275.00 2606.67 2606.67 1848.10 3845.35 1562.28 4195.79276 276.00 2615.88 2615.88 1854.70 3858.95 1567.81 4210.61277 277.00 2625.09 2625.09 1861.30 3872.54 1573.33 4225.44278 278.00 2634.30 2634.30 1867.90 3886.14 1578.86 4240.26279 279.00 2643.51 2643.51 1874.50 3899.74 1584.39 4255.09280 280.00 2652.72 2652.72 1881.10 3913.33 1589.91 4269.91281 281.00 2661.93 2661.93 1887.70 3926.93 1595.44 4284.74282 282.00 2671.14 2671.14 1894.30 3940.53 1600.96 4299.56283 283.00 2680.35 2680.35 1900.90 3954.12 1606.49 4314.39284 284.00 2689.56 2689.56 1907.50 3967.72 1612.02 4329.21285 285.00 2698.77 2698.77 1914.10 3981.32 1617.54 4344.04286 286.00 2707.98 2707.98 1920.70 3994.91 1623.07 4358.86287 287.00 2717.19 2717.19 1927.30 4008.51 1628.60 4373.68288 288.00 2726.40 2726.40 1933.90 4022.11 1634.12 4388.51289 289.00 2735.61 2735.61 1940.50 4035.70 1639.65 4403.33290 290.00 2744.82 2744.82 1947.10 4049.30 1645.18 4418.16291 291.00 2754.04 2754.04 1953.70 4062.89 1650.70 4432.98292 292.00 2763.25 2763.25 1960.30 4076.49 1656.23 4447.81293 293.00 2772.46 2772.46 1966.90 4090.09 1661.75 4462.63294 294.00 2781.67 2781.67 1973.50 4103.68 1667.28 4477.46295 295.00 2790.88 2790.88 1980.10 4117.28 1672.81 4492.28296 296.00 2800.09 2800.09 1986.70 4130.88 1678.33 4507.11297 297.00 2809.30 2809.30 1993.30 4144.47 1683.86 4521.93298 298.00 2818.51 2818.51 1999.90 4158.07 1689.39 4536.75
299 299.00 2827.72 2827.72 2006.50 4171.67 1694.91 4551.58300 300.00 2836.93 2836.93 2013.10 4185.26 1700.44 4566.40301 301.00 2846.14 2846.14 2019.70 4198.86 1705.96 4581.23302 302.00 2855.35 2855.35 2026.30 4212.46 1711.49 4596.05303 303.00 2864.56 2864.56 2032.90 4226.05 1717.02 4610.88304 304.00 2873.77 2873.77 2039.50 4239.65 1722.54 4625.70305 305.00 2882.98 2882.98 2046.10 4253.25 1728.07 4640.53306 306.00 2892.19 2892.19 2052.70 4266.84 1733.60 4655.35307 307.00 2901.40 2901.40 2059.30 4280.44 1739.12 4670.18308 308.00 2910.61 2910.61 2065.90 4294.04 1744.65 4685.00309 309.00 2919.82 2919.82 2072.50 4307.63 1750.18 4699.82310 310.00 2929.04 2929.04 2079.10 4321.23 1755.70 4714.65311 311.00 2938.25 2938.25 2085.70 4334.82 1761.23 4729.47312 312.00 2947.46 2947.46 2092.30 4348.42 1766.75 4744.30313 313.00 2956.67 2956.67 2098.90 4362.02 1772.28 4759.12314 314.00 2965.88 2965.88 2105.50 4375.61 1777.81 4773.95315 315.00 2975.09 2975.09 2112.10 4389.21 1783.33 4788.77316 316.00 2984.30 2984.30 2118.70 4402.81 1788.86 4803.60317 317.00 2993.51 2993.51 2125.30 4416.40 1794.39 4818.42318 318.00 3002.72 3002.72 2131.90 4430.00 1799.91 4833.25319 319.00 3011.93 3011.93 2138.50 4443.60 1805.44 4848.07320 320.00 3021.14 3021.14 2145.10 4457.19 1810.96 4862.89321 321.00 3030.35 3030.35 2151.70 4470.79 1816.49 4877.72322 322.00 3039.56 3039.56 2158.30 4484.39 1822.02 4892.54323 323.00 3048.77 3048.77 2164.90 4497.98 1827.54 4907.37324 324.00 3057.98 3057.98 2171.50 4511.58 1833.07 4922.19325 325.00 3067.19 3067.19 2178.10 4525.18 1838.60 4937.02326 326.00 3076.40 3076.40 2184.70 4538.77 1844.12 4951.84327 327.00 3085.61 3085.61 2191.30 4552.37 1849.65 4966.67328 328.00 3094.82 3094.82 2197.90 4565.96 1855.18 4981.49329 329.00 3104.04 3104.04 2204.50 4579.56 1860.70 4996.32330 330.00 3113.25 3113.25 2211.10 4593.16 1866.23 5011.14331 331.00 3122.46 3122.46 2217.70 4606.75 1871.75 5025.96332 332.00 3131.67 3131.67 2224.30 4620.35 1877.28 5040.79333 333.00 3140.88 3140.88 2230.90 4633.95 1882.81 5055.61334 334.00 3150.09 3150.09 2237.50 4647.54 1888.33 5070.44335 335.00 3159.30 3159.30 2244.10 4661.14 1893.86 5085.26336 336.00 3168.51 3168.51 2250.70 4674.74 1899.39 5100.09337 337.00 3177.72 3177.72 2257.30 4688.33 1904.91 5114.91338 338.00 3186.93 3186.93 2263.90 4701.93 1910.44 5129.74339 339.00 3196.14 3196.14 2270.50 4715.53 1915.96 5144.56340 340.00 3205.35 3205.35 2277.10 4729.12 1921.49 5159.39341 341.00 3214.56 3214.56 2283.70 4742.72 1927.02 5174.21342 342.00 3223.77 3223.77 2290.30 4756.32 1932.54 5189.04343 343.00 3232.98 3232.98 2296.90 4769.91 1938.07 5203.86344 344.00 3242.19 3242.19 2303.50 4783.51 1943.60 5218.68345 345.00 3251.40 3251.40 2310.10 4797.11 1949.12 5233.51346 346.00 3260.61 3260.61 2316.70 4810.70 1954.65 5248.33347 347.00 3269.82 3269.82 2323.30 4824.30 1960.18 5263.16348 348.00 3279.04 3279.04 2329.90 4837.89 1965.70 5277.98349 349.00 3288.25 3288.25 2336.50 4851.49 1971.23 5292.81350 350.00 3297.46 3297.46 2343.10 4865.09 1976.75 5307.63351 351.00 3306.67 3306.67 2349.70 4878.68 1982.28 5322.46352 352.00 3315.88 3315.88 2356.30 4892.28 1987.81 5337.28353 353.00 3325.09 3325.09 2362.90 4905.88 1993.33 5352.11354 354.00 3334.30 3334.30 2369.50 4919.47 1998.86 5366.93355 355.00 3343.51 3343.51 2376.10 4933.07 2004.39 5381.75356 356.00 3352.72 3352.72 2382.70 4946.67 2009.91 5396.58357 357.00 3361.93 3361.93 2389.30 4960.26 2015.44 5411.40358 358.00 3371.14 3371.14 2395.90 4973.86 2020.96 5426.23359 359.00 3380.35 3380.35 2402.50 4987.46 2026.49 5441.05
360 360.00 3389.56 3389.56 2409.10 5001.05 2032.02 5455.88361 361.00 3398.77 3398.77 2415.70 5014.65 2037.54 5470.70362 362.00 3407.98 3407.98 2422.30 5028.25 2043.07 5485.53363 363.00 3417.19 3417.19 2428.90 5041.84 2048.60 5500.35364 364.00 3426.40 3426.40 2435.50 5055.44 2054.12 5515.18365 365.00 3435.61 3435.61 2442.10 5069.04 2059.65 5530.00366 366.00 3444.82 3444.82 2448.70 5082.63 2065.18 5544.82367 367.00 3454.04 3454.04 2455.30 5096.23 2070.70 5559.65368 368.00 3463.25 3463.25 2461.90 5109.82 2076.23 5574.47369 369.00 3472.46 3472.46 2468.50 5123.42 2081.75 5589.30370 370.00 3481.67 3481.67 2475.10 5137.02 2087.28 5604.12371 371.00 3490.88 3490.88 2481.70 5150.61 2092.81 5618.95372 372.00 3500.09 3500.09 2488.30 5164.21 2098.33 5633.77373 373.00 3509.30 3509.30 2494.90 5177.81 2103.86 5648.60374 374.00 3518.51 3518.51 2501.50 5191.40 2109.39 5663.42375 375.00 3527.72 3527.72 2508.10 5205.00 2114.91 5678.25376 376.00 3536.93 3536.93 2514.70 5218.60 2120.44 5693.07377 377.00 3546.14 3546.14 2521.30 5232.19 2125.96 5707.89378 378.00 3555.35 3555.35 2527.90 5245.79 2131.49 5722.72379 379.00 3564.56 3564.56 2534.50 5259.39 2137.02 5737.54380 380.00 3573.77 3573.77 2541.10 5272.98 2142.54 5752.37381 381.00 3582.98 3582.98 2547.70 5286.58 2148.07 5767.19382 382.00 3592.19 3592.19 2554.30 5300.18 2153.60 5782.02383 383.00 3601.40 3601.40 2560.90 5313.77 2159.12 5796.84384 384.00 3610.61 3610.61 2567.50 5327.37 2164.65 5811.67385 385.00 3619.82 3619.82 2574.10 5340.96 2170.18 5826.49386 386.00 3629.04 3629.04 2580.70 5354.56 2175.70 5841.32387 387.00 3638.25 3638.25 2587.30 5368.16 2181.23 5856.14388 388.00 3647.46 3647.46 2593.90 5381.75 2186.75 5870.96389 389.00 3656.67 3656.67 2600.50 5395.35 2192.28 5885.79390 390.00 3665.88 3665.88 2607.10 5408.95 2197.81 5900.61391 391.00 3675.09 3675.09 2613.70 5422.54 2203.33 5915.44392 392.00 3684.30 3684.30 2620.30 5436.14 2208.86 5930.26393 393.00 3693.51 3693.51 2626.90 5449.74 2214.39 5945.09394 394.00 3702.72 3702.72 2633.50 5463.33 2219.91 5959.91395 395.00 3711.93 3711.93 2640.10 5476.93 2225.44 5974.74396 396.00 3721.14 3721.14 2646.70 5490.53 2230.96 5989.56397 397.00 3730.35 3730.35 2653.30 5504.12 2236.49 6004.39398 398.00 3739.56 3739.56 2659.90 5517.72 2242.02 6019.21399 399.00 3748.77 3748.77 2666.50 5531.32 2247.54 6034.04400 400.00 3757.98 3757.98 2673.10 5544.91 2253.07 6048.86401 401.00 3767.19 3767.19 2679.70 5558.51 2258.60 6063.68402 402.00 3776.40 3776.40 2686.30 5572.11 2264.12 6078.51403 403.00 3785.61 3785.61 2692.90 5585.70 2269.65 6093.33404 404.00 3794.82 3794.82 2699.50 5599.30 2275.18 6108.16405 405.00 3804.04 3804.04 2706.10 5612.89 2280.70 6122.98406 406.00 3813.25 3813.25 2712.70 5626.49 2286.23 6137.81407 407.00 3822.46 3822.46 2719.30 5640.09 2291.75 6152.63408 408.00 3831.67 3831.67 2725.90 5653.68 2297.28 6167.46409 409.00 3840.88 3840.88 2732.50 5667.28 2302.81 6182.28410 410.00 3850.09 3850.09 2739.10 5680.88 2308.33 6197.11411 411.00 3859.30 3859.30 2745.70 5694.47 2313.86 6211.93412 412.00 3868.51 3868.51 2752.30 5708.07 2319.39 6226.75413 413.00 3877.72 3877.72 2758.90 5721.67 2324.91 6241.58414 414.00 3886.93 3886.93 2765.50 5735.26 2330.44 6256.40415 415.00 3896.14 3896.14 2772.10 5748.86 2335.96 6271.23416 416.00 3905.35 3905.35 2778.70 5762.46 2341.49 6286.05417 417.00 3914.56 3914.56 2785.30 5776.05 2347.02 6300.88418 418.00 3923.77 3923.77 2791.90 5789.65 2352.54 6315.70419 419.00 3932.98 3932.98 2798.50 5803.25 2358.07 6330.53420 420.00 3942.19 3942.19 2805.10 5816.84 2363.60 6345.35
421 421.00 3951.40 3951.40 2811.70 5830.44 2369.12 6360.18422 422.00 3960.61 3960.61 2818.30 5844.04 2374.65 6375.00423 423.00 3969.82 3969.82 2824.90 5857.63 2380.18 6389.82424 424.00 3979.04 3979.04 2831.50 5871.23 2385.70 6404.65425 425.00 3988.25 3988.25 2838.10 5884.82 2391.23 6419.47426 426.00 3997.46 3997.46 2844.70 5898.42 2396.75 6434.30427 427.00 4006.67 4006.67 2851.30 5912.02 2402.28 6449.12428 428.00 4015.88 4015.88 2857.90 5925.61 2407.81 6463.95429 429.00 4025.09 4025.09 2864.50 5939.21 2413.33 6478.77430 430.00 4034.30 4034.30 2871.10 5952.81 2418.86 6493.60431 431.00 4043.51 4043.51 2877.70 5966.40 2424.39 6508.42432 432.00 4052.72 4052.72 2884.30 5980.00 2429.91 6523.25433 433.00 4061.93 4061.93 2890.90 5993.60 2435.44 6538.07434 434.00 4071.14 4071.14 2897.50 6007.19 2440.96 6552.89435 435.00 4080.35 4080.35 2904.10 6020.79 2446.49 6567.72436 436.00 4089.56 4089.56 2910.70 6034.39 2452.02 6582.54437 437.00 4098.77 4098.77 2917.30 6047.98 2457.54 6597.37438 438.00 4107.98 4107.98 2923.90 6061.58 2463.07 6612.19439 439.00 4117.19 4117.19 2930.50 6075.18 2468.60 6627.02440 440.00 4126.40 4126.40 2937.10 6088.77 2474.12 6641.84441 441.00 4135.61 4135.61 2943.70 6102.37 2479.65 6656.67442 442.00 4144.82 4144.82 2950.30 6115.96 2485.18 6671.49443 443.00 4154.04 4154.04 2956.90 6129.56 2490.70 6686.32444 444.00 4163.25 4163.25 2963.50 6143.16 2496.23 6701.14445 445.00 4172.46 4172.46 2970.10 6156.75 2501.75 6715.96446 446.00 4181.67 4181.67 2976.70 6170.35 2507.28 6730.79447 447.00 4190.88 4190.88 2983.30 6183.95 2512.81 6745.61448 448.00 4200.09 4200.09 2989.90 6197.54 2518.33 6760.44449 449.00 4209.30 4209.30 2996.50 6211.14 2523.86 6775.26450 450.00 4218.51 4218.51 3003.10 6224.74 2529.39 6790.09451 451.00 4227.72 4227.72 3009.70 6238.33 2534.91 6804.91452 452.00 4236.93 4236.93 3016.30 6251.93 2540.44 6819.74453 453.00 4246.14 4246.14 3022.90 6265.53 2545.96 6834.56454 454.00 4255.35 4255.35 3029.50 6279.12 2551.49 6849.39455 455.00 4264.56 4264.56 3036.10 6292.72 2557.02 6864.21456 456.00 4273.77 4273.77 3042.70 6306.32 2562.54 6879.04457 457.00 4282.98 4282.98 3049.30 6319.91 2568.07 6893.86458 458.00 4292.19 4292.19 3055.90 6333.51 2573.60 6908.68459 459.00 4301.40 4301.40 3062.50 6347.11 2579.12 6923.51460 460.00 4310.61 4310.61 3069.10 6360.70 2584.65 6938.33461 461.00 4319.82 4319.82 3075.70 6374.30 2590.18 6953.16462 462.00 4329.04 4329.04 3082.30 6387.89 2595.70 6967.98463 463.00 4338.25 4338.25 3088.90 6401.49 2601.23 6982.81464 464.00 4347.46 4347.46 3095.50 6415.09 2606.75 6997.63465 465.00 4356.67 4356.67 3102.10 6428.68 2612.28 7012.46466 466.00 4365.88 4365.88 3108.70 6442.28 2617.81 7027.28467 467.00 4375.09 4375.09 3115.30 6455.88 2623.33 7042.11468 468.00 4384.30 4384.30 3121.90 6469.47 2628.86 7056.93469 469.00 4393.51 4393.51 3128.50 6483.07 2634.39 7071.75470 470.00 4402.72 4402.72 3135.10 6496.67 2639.91 7086.58471 471.00 4411.93 4411.93 3141.70 6510.26 2645.44 7101.40472 472.00 4421.14 4421.14 3148.30 6523.86 2650.96 7116.23473 473.00 4430.35 4430.35 3154.90 6537.46 2656.49 7131.05474 474.00 4439.56 4439.56 3161.50 6551.05 2662.02 7145.88475 475.00 4448.77 4448.77 3168.10 6564.65 2667.54 7160.70476 476.00 4457.98 4457.98 3174.70 6578.25 2673.07 7175.53477 477.00 4467.19 4467.19 3181.30 6591.84 2678.60 7190.35478 478.00 4476.40 4476.40 3187.90 6605.44 2684.12 7205.18479 479.00 4485.61 4485.61 3194.50 6619.04 2689.65 7220.00480 480.00 4494.82 4494.82 3201.10 6632.63 2695.18 7234.82481 481.00 4504.04 4504.04 3207.70 6646.23 2700.70 7249.65
482 482.00 4513.25 4513.25 3214.30 6659.82 2706.23 7264.47483 483.00 4522.46 4522.46 3220.90 6673.42 2711.75 7279.30484 484.00 4531.67 4531.67 3227.50 6687.02 2717.28 7294.12485 485.00 4540.88 4540.88 3234.10 6700.61 2722.81 7308.95486 486.00 4550.09 4550.09 3240.70 6714.21 2728.33 7323.77487 487.00 4559.30 4559.30 3247.30 6727.81 2733.86 7338.60488 488.00 4568.51 4568.51 3253.90 6741.40 2739.39 7353.42489 489.00 4577.72 4577.72 3260.50 6755.00 2744.91 7368.25490 490.00 4586.93 4586.93 3267.10 6768.60 2750.44 7383.07491 491.00 4596.14 4596.14 3273.70 6782.19 2755.96 7397.89492 492.00 4605.35 4605.35 3280.30 6795.79 2761.49 7412.72493 493.00 4614.56 4614.56 3286.90 6809.39 2767.02 7427.54494 494.00 4623.77 4623.77 3293.50 6822.98 2772.54 7442.37495 495.00 4632.98 4632.98 3300.10 6836.58 2778.07 7457.19496 496.00 4642.19 4642.19 3306.70 6850.18 2783.60 7472.02497 497.00 4651.40 4651.40 3313.30 6863.77 2789.12 7486.84498 498.00 4660.61 4660.61 3319.90 6877.37 2794.65 7501.67499 499.00 4669.82 4669.82 3326.50 6890.96 2800.18 7516.49500 500.00 4679.04 4679.04 3333.10 6904.56 2805.70 7531.32501 501.00 4688.25 4688.25 3339.70 6918.16 2811.23 7546.14502 502.00 4697.46 4697.46 3346.30 6931.75 2816.75 7560.96503 503.00 4706.67 4706.67 3352.90 6945.35 2822.28 7575.79504 504.00 4715.88 4715.88 3359.50 6958.95 2827.81 7590.61505 505.00 4725.09 4725.09 3366.10 6972.54 2833.33 7605.44506 506.00 4734.30 4734.30 3372.70 6986.14 2838.86 7620.26507 507.00 4743.51 4743.51 3379.30 6999.74 2844.39 7635.09508 508.00 4752.72 4752.72 3385.90 7013.33 2849.91 7649.91509 509.00 4761.93 4761.93 3392.50 7026.93 2855.44 7664.74510 510.00 4771.14 4771.14 3399.10 7040.53 2860.96 7679.56511 511.00 4780.35 4780.35 3405.70 7054.12 2866.49 7694.39512 512.00 4789.56 4789.56 3412.30 7067.72 2872.02 7709.21513 513.00 4798.77 4798.77 3418.90 7081.32 2877.54 7724.04514 514.00 4807.98 4807.98 3425.50 7094.91 2883.07 7738.86515 515.00 4817.19 4817.19 3432.10 7108.51 2888.60 7753.68
HIRE CHARGES OF MACHINERYTotal Per
a) 456.20 280.70 140.40 877.30 Hour
b) 519.70 322.20 153.10 995.00 Hour
c) 411.00 280.70 140.40 832.10 Hour
d) 424.50 239.10 117.00 780.60 Hour
e) 422.80 280.70 140.40 843.90 Hour
RATES FOR CONVEYANCE BY MACHINERY1 Mincipal area allowance 0.00%2 Industrial area allowance 0.00%3 Agency area allowance 0.00%4 Allowable allowance 0.00%5 Add Overhead Charges & Contractor's Profit 14.00%A) For Earth/Gravel/Sand/Morrum/Lime/Surki (per Cum):
1 Lead up to 1 Km:Out put = 5.00 Cum Rate Per Amount
0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 68.430.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 42.110.15 140.40 Hour Rs. 21.060.00 add area allowance at 0% on Rs. 21.06 Rs. 0.00
Rate for 5.00 Cum Rs. 131.60Rate for 1.00 Cum Rs. 26.32
0.14 26.32 Rs. 3.68
Total rate for 1.00 Cum Rs. 30.00
2 Lead up to 2 Km:Out put = 5.00 Cum Rate Per Amount
0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 95.800.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 58.950.21 140.40 Hour Rs. 29.480.00 add area allowance at 0% on Rs. 29.48 Rs. 0.00
Rate for 5.00 Cum Rs. 184.23Rate for 1.00 Cum Rs. 36.85
0.14 36.85 Hour Rs. 5.16
Total rate for 1.00 Cum Rs. 42.01
3 Lead up to 3 Km:Out put = 5.00 Cum Rate Per Amount
0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 127.740.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 78.600.28 140.40 Hour Rs. 39.310.00 add area allowance at 0% on Rs. 39.31 Rs. 0.00
Rate for 5.00 Cum Rs. 245.65Rate for 1.00 Cum Rs. 49.13
0.14 49.13 Hour Rs. 6.88
Total rate for 1.00 Cum Rs. 56.01
4 Lead up to 4 Km:Out put = 5.00 Cum Rate Per Amount
Hire Charges
Fuel Charges
Crew Charges
Hire charges of Tipper 5.00 Cum capacity
Hire charges of Tipper 10 Tonnes capacity
Hire charges of Water Tanker 8000 Ltrs capacity
Hire charges of Truck 10 Tonnes capacity
Hire charges of FE loader 1.00 Cum bucket capacity @ 45 Cum
Hrs. crew charges of Tipper 5.00 Cum @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @ Rs.
add overheads and contractors profit at 14% on Rs.
0.34 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 155.110.34 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 95.440.34 140.40 Hour Rs. 47.740.00 add area allowance at 0% on Rs. 47.74 Rs. 0.00
Rate for 5.00 Cum Rs. 298.29Rate for 1.00 Cum Rs. 59.66
0.14 59.66 Hour Rs. 8.35
Total rate for 1.00 Cum Rs. 68.01
5 Lead up to 5 Km:Out put = 5.00 Cum Rate Per Amount
0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 182.480.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 112.280.40 140.40 Hour Rs. 56.160.00 add area allowance at 0% on Rs. 56.16 Rs. 0.00
Rate for 5.00 Cum Rs. 350.92Rate for 1.00 Cum Rs. 70.18
0.14 70.18 Hour Rs. 9.83
Total rate for 1.00 Cum Rs. 80.00
6 Lead for every Km from 5 to 30 Km:Out put = 5.00 Cum Rate Per Amount
0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 27.370.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 16.840.06 140.40 Hour Rs. 8.420.00 add area allowance at 0% on Rs. 8.42 Rs. 0.00
Rate for 5.00 Cum Rs. 52.63Rate for 1.00 Cum Rs. 10.53
0.14 10.53 Hour Rs. 1.47
Total rate for 1.00 Cum Rs. 12.00
7 Lead for every Km beyond 30 Km:Out put = 5.00 Cum Rate Per Amount
0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 22.810.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 14.040.05 140.40 Hour Rs. 7.020.00 add area allowance at 0% on Rs. 7.02 Rs. 0.00
Rate for 5.00 Cum Rs. 43.87Rate for 1.00 Cum Rs. 8.77
0.14 8.77 Rs. 1.23
Total rate for 1.00 Cum Rs. 10.00
B) For Rubble/Size stones/Cut stones/Coarse aggregates (per Cum):
1 Lead up to 1 Km:Out put = 5.00 Cum Rate Per Amount
0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 68.430.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 42.110.15 140.40 Hour Rs. 21.060.00 add area allowance at 0% on Rs. 21.06 Rs. 0.00
Rate for 5.00 Cum Rs. 131.60Rate for 1.00 Cum Rs. 26.32
0.14 26.32 Rs. 3.68
Total rate for 1.00 Cum Rs. 28.90
Hrs. crew charges of Tipper 5.00 Cum @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @ Rs.
add overheads and contractors profit at 14% on Rs.
2 Lead up to 2 Km:Out put = 5.00 Cum Rate Per Amount
0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 95.800.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 58.950.21 140.40 Hour Rs. 29.480.00 add area allowance at 0% on Rs. 29.48 Rs. 0.00
Rate for 5.00 Cum Rs. 184.23Rate for 1.00 Cum Rs. 36.85
0.14 36.85 Hour Rs. 5.16
Total rate for 1.00 Cum Rs. 40.40
3 Lead up to 3 Km:Out put = 5.00 Cum Rate Per Amount
0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 127.740.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 78.600.28 140.40 Hour Rs. 39.310.00 add area allowance at 0% on Rs. 39.31 Rs. 0.00
Rate for 5.00 Cum Rs. 245.65Rate for 1.00 Cum Rs. 49.13
0.14 49.13 Hour Rs. 6.88
Total rate for 1.00 Cum Rs. 56.00
4 Lead up to 4 Km:Out put = 5.00 Cum Rate Per Amount
0.34 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 155.110.34 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 95.440.34 140.40 Hour Rs. 47.740.00 add area allowance at 0% on Rs. 47.74 Rs. 0.00
Rate for 5.00 Cum Rs. 298.29Rate for 1.00 Cum Rs. 59.66
0.14 59.66 Hour Rs. 8.35
Total rate for 1.00 Cum Rs. 68.00
5 Lead up to 5 Km:Out put = 5.00 Cum Rate Per Amount
0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 182.480.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 112.280.40 140.40 Hour Rs. 56.160.00 add area allowance at 0% on Rs. 56.16 Rs. 0.00
Rate for 5.00 Cum Rs. 350.92Rate for 1.00 Cum Rs. 70.18
0.14 70.18 Hour Rs. 9.83
Total rate for 1.00 Cum Rs. 80.00
6 Lead for every Km from 5 to 30 Km:Out put = 5.00 Cum Rate Per Amount
0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 27.370.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 16.840.06 140.40 Hour Rs. 8.420.00 add area allowance at 0% on Rs. 8.42 Rs. 0.00
Rate for 5.00 Cum Rs. 52.63Rate for 1.00 Cum Rs. 10.53
0.14 10.53 Hour Rs. 1.47
Total rate for 1.00 Cum Rs. 12.00
Hrs. crew charges of Tipper 5.00 Cum @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
add overheads and contractors profit at 14% on Rs.
7 Lead for every Km beyond 30 Km:Out put = 5.00 Cum Rate Per Amount
0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 22.810.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 14.040.05 140.40 Hour Rs. 7.020.00 add area allowance at 0% on Rs. 7.02 Rs. 0.00
Rate for 5.00 Cum Rs. 43.87Rate for 1.00 Cum Rs. 8.77
0.14 8.77 Rs. 1.23
Total rate for 1.00 Cum Rs. 10.00
C) For Cement/Steel/RCC poles/A.C & G.I sheets/Packed materials (per Tonne):
1 Lead up to 1 Km:Out put = 8.00 MT Rate Per Amount
0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 68.430.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 42.110.15 140.40 Hour Rs. 21.060.00 add area allowance at 0% on Rs. 21.06 Rs. 0.00
Rate for 8.00 MT Rs. 131.60Rate for 1.00 MT Rs. 16.45
0.14 16.45 Rs. 2.30
Total rate for 1.00 MT Rs. 18.75
2 Lead up to 2 Km:Out put = 8.00 MT Rate Per Amount
0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 95.800.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 58.950.21 140.40 Hour Rs. 29.480.00 add area allowance at 0% on Rs. 29.48 Rs. 0.00
Rate for 8.00 MT Rs. 184.23Rate for 1.00 MT Rs. 23.03
0.14 23.03 Hour Rs. 3.22
Total rate for 1.00 MT Rs. 26.25
3 Lead up to 3 Km:Out put = 8.00 MT Rate Per Amount
0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 127.740.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 78.600.28 140.40 Hour Rs. 39.310.00 add area allowance at 0% on Rs. 39.31 Rs. 0.00
Rate for 8.00 MT Rs. 245.65Rate for 1.00 MT Rs. 30.71
0.14 30.71 Hour Rs. 4.30
Total rate for 1.00 MT Rs. 35.01
4 Lead up to 4 Km:Out put = 8.00 MT Rate Per Amount
0.34 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 155.110.34 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 95.440.34 140.40 Hour Rs. 47.740.00 add area allowance at 0% on Rs. 47.74 Rs. 0.00
Rate for 8.00 MT Rs. 298.29Rate for 1.00 MT Rs. 37.29
Hrs. crew charges of Tipper 5.00 Cum @
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
0.14 37.29 Hour Rs. 5.22
Total rate for 1.00 MT Rs. 42.51
5 Lead up to 5 Km:Out put = 8.00 MT Rate Per Amount
0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 182.480.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 112.280.40 140.40 Hour Rs. 56.160.00 add area allowance at 0% on Rs. 56.16 Rs. 0.00
Rate for 8.00 MT Rs. 350.92Rate for 1.00 MT Rs. 43.87
0.14 43.87 Hour Rs. 6.14
Total rate for 1.00 MT Rs. 50.01
6 Lead for every Km from 5 to 30 Km:Out put = 8.00 MT Rate Per Amount
0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 27.370.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 16.840.06 140.40 Hour Rs. 8.420.00 add area allowance at 0% on Rs. 8.42 Rs. 0.00
Rate for 8.00 MT Rs. 52.63Rate for 1.00 MT Rs. 6.58
0.14 6.58 Hour Rs. 0.92
Total rate for 1.00 MT Rs. 7.50
7 Lead for every Km beyond 30 Km:Out put = 8.00 MT Rate Per Amount
0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 22.810.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 14.040.05 140.40 Hour Rs. 7.020.00 add area allowance at 0% on Rs. 7.02 Rs. 0.00
Rate for 8.00 MT Rs. 43.87Rate for 1.00 MT Rs. 5.48
0.14 5.48 Rs. 0.77
Total rate for 1.00 MT Rs. 6.25
D) For PCC Slabs/Shabad Slabs/CC & Laterite Blocks/Wood (per Cum):
1 Lead up to 1 Km:Out put = 3.40 Cum Rate Per Amount
0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 68.430.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 42.110.15 140.40 Hour Rs. 21.060.00 add area allowance at 0% on Rs. 21.06 Rs. 0.00
Rate for 3.40 Cum Rs. 131.60Rate for 1.00 Cum Rs. 38.71
0.14 38.71 Rs. 5.42
Total rate for 1.00 Cum Rs. 42.40
2 Lead up to 2 Km:Out put = 3.40 Cum Rate Per Amount
0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 95.800.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 58.950.21 140.40 Hour Rs. 29.480.00 add area allowance at 0% on Rs. 29.48 Rs. 0.00
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
Rate for 3.40 Cum Rs. 184.23Rate for 1.00 Cum Rs. 54.19
0.14 54.19 Hour Rs. 7.59
Total rate for 1.00 Cum Rs. 59.40
3 Lead up to 3 Km:Out put = 3.40 Cum Rate Per Amount
0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 127.740.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 78.600.28 140.40 Hour Rs. 39.310.00 add area allowance at 0% on Rs. 39.31 Rs. 0.00
Rate for 3.40 Cum Rs. 245.65Rate for 1.00 Cum Rs. 72.25
0.14 72.25 Hour Rs. 10.12
Total rate for 1.00 Cum Rs. 82.40
4 Lead up to 4 Km:Out put = 3.40 Cum Rate Per Amount
0.34 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 155.110.34 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 95.440.34 140.40 Hour Rs. 47.740.00 add area allowance at 0% on Rs. 47.74 Rs. 0.00
Rate for 3.40 Cum Rs. 298.29Rate for 1.00 Cum Rs. 87.73
0.14 87.73 Hour Rs. 12.28
Total rate for 1.00 Cum Rs. 100.00
5 Lead up to 5 Km:Out put = 3.40 Cum Rate Per Amount
0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 182.480.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 112.280.40 140.40 Hour Rs. 56.160.00 add area allowance at 0% on Rs. 56.16 Rs. 0.00
Rate for 3.40 Cum Rs. 350.92Rate for 1.00 Cum Rs. 103.21
0.14 103.21 Hour Rs. 14.45
Total rate for 1.00 Cum Rs. 117.70
6 Lead for every Km from 5 to 30 Km:Out put = 3.40 Cum Rate Per Amount
0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 27.370.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 16.840.06 140.40 Hour Rs. 8.420.00 add area allowance at 0% on Rs. 8.42 Rs. 0.00
Rate for 3.40 Cum Rs. 52.63Rate for 1.00 Cum Rs. 15.48
0.14 15.48 Hour Rs. 2.17
Total rate for 1.00 Cum Rs. 17.60
7 Lead for every Km beyond 30 Km:Out put = 3.40 Cum Rate Per Amount
0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 456.20 Hour Rs. 22.810.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 280.70 Hour Rs. 14.040.05 140.40 Hour Rs. 7.02
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
add overheads and contractors profit at 14% on Rs.
Hrs. crew charges of Tipper 5.00 Cum @
0.00 add area allowance at 0% on Rs. 7.02 Rs. 0.00Rate for 3.40 Cum Rs. 43.87Rate for 1.00 Cum Rs. 12.9
0.14 12.90 Rs. 1.81
Total rate for 1.00 Cum Rs. 14.70
E) For Water (per 1000 Ltrs):1 Lead up to 1 Km:
Out put = 8000 Ltrs Rate Per Amount0.15 411.00 Hour Rs. 61.65
0.15 280.70 Hour Rs. 42.11
0.15 140.40 Hour Rs. 21.06
0.00 add area allowance at 0% on Rs. 21.06 Rs. 0.00Rate for 8000 Ltrs Rs. 124.82Rate for 1000 Ltrs Rs. 15.60
0.14 15.60 Rs. 2.18
Total rate for 1000 Ltrs Rs. 17.80
2 Lead up to 2 Km:Out put = 8000 Ltrs Rate Per Amount
0.21 411.00 Hour Rs. 86.31
0.21 280.70 Hour Rs. 58.95
0.21 140.40 Hour Rs. 29.48
0.00 add area allowance at 0% on Rs. 29.48 Rs. 0.00Rate for 8000 Ltrs Rs. 174.74Rate for 1000 Ltrs Rs. 21.84
0.14 21.84 Rs. 3.06
Total rate for 1000 Ltrs Rs. 24.90
3 Lead up to 3 Km:Out put = 8000 Ltrs Rate Per Amount
0.28 411.00 Hour Rs. 115.08
0.28 280.70 Hour Rs. 78.60
0.28 140.40 Hour Rs. 39.31
0.00 add area allowance at 0% on Rs. 39.31 Rs. 0.00Rate for 8000 Ltrs Rs. 232.99Rate for 1000 Ltrs Rs. 29.12
0.14 29.12 Rs. 4.08
Total rate for 1000 Ltrs Rs. 33.20
4 Lead up to 4 Km:Out put = 8000 Ltrs Rate Per Amount
0.34 411.00 Hour Rs. 139.74
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.
Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.
Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.
Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.
Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.
Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.
Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.
0.34 280.70 Hour Rs. 95.44
0.34 140.40 Hour Rs. 47.74
0.00 add area allowance at 0% on Rs. 47.74 Rs. 0.00Rate for 8000 Ltrs Rs. 282.92Rate for 1000 Ltrs Rs. 35.37
0.14 35.37 Rs. 4.95
Total rate for 1000 Ltrs Rs. 40.30
5 Lead up to 5 Km:Out put = 8000 Ltrs Rate Per Amount
0.40 411.00 Hour Rs. 164.40
0.40 280.70 Hour Rs. 112.28
0.40 140.40 Hour Rs. 56.16
0.00 add area allowance at 0% on Rs. 56.16 Rs. 0.00Rate for 8000 Ltrs Rs. 332.84Rate for 1000 Ltrs Rs. 41.61
0.14 41.61 Rs. 5.83
Total rate for 1000 Ltrs Rs. 47.40
6 Lead for every Km from 5 to 30 Km:Out put = 8000 Ltrs Rate Per Amount
0.06 411.00 Hour Rs. 24.66
0.06 280.70 Hour Rs. 16.84
0.06 140.40 Hour Rs. 8.42
0.00 add area allowance at 0% on Rs. 8.42 Rs. 0.00Rate for 8000 Ltrs Rs. 49.92Rate for 1000 Ltrs Rs. 6.24
0.14 6.24 Rs. 0.87
Total rate for 1000 Ltrs Rs. 7.10
7 Lead for every Km beyond 30 Km:Out put = 8000 Ltrs Rate Per Amount
0.05 411.00 Hour Rs. 20.55
0.05 280.70 Hour Rs. 14.04
0.05 140.40 Hour Rs. 7.02
0.00 add area allowance at 0% on Rs. 7.02 Rs. 0.00Rate for 8000 Ltrs Rs. 41.61Rate for 1000 Ltrs Rs. 5.20
0.14 5.20 Rs. 0.73
Total rate for 1000 Ltrs Rs. 5.90
F) For Bricks (per 1000 Nos):1 Lead up to 1 Km:
Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.
Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.
Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.
Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.
Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.
Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.
Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.
Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Out put = 3000 Nos Rate Per Amount0.15 424.50 Hour Rs. 63.68
0.15 239.10 Hour Rs. 35.87
0.15 117.00 Hour Rs. 17.55
0.00 add area allowance at 0% on Rs. 17.55 Rs. 0.00Rate for 3000 Nos Rs. 117.10Rate for 1000 Nos Rs. 39.03
0.14 39.03 Rs. 5.46
Total rate for 1000 Nos Rs. 48.10
2 Lead up to 2 Km:Out put = 3000 Nos Rate Per Amount
0.21 424.50 Hour Rs. 89.15
0.21 239.10 Hour Rs. 50.21
0.21 117.00 Hour Rs. 24.57
0.00 add area allowance at 0% on Rs. 24.57 Rs. 0.00Rate for 3000 Nos Rs. 163.93Rate for 1000 Nos Rs. 54.64
0.14 54.64 Rs. 7.65
Total rate for 1000 Nos Rs. 67.30
3 Lead up to 3 Km:Out put = 3000 Nos Rate Per Amount
0.28 424.50 Hour Rs. 118.86
0.28 239.10 Hour Rs. 66.95
0.28 117.00 Hour Rs. 32.76
0.00 add area allowance at 0% on Rs. 32.76 Rs. 0.00Rate for 3000 Nos Rs. 218.57Rate for 1000 Nos Rs. 72.86
0.14 72.86 Rs. 10.20
Total rate for 1000 Nos Rs. 89.80
4 Lead up to 4 Km:Out put = 3000 Nos Rate Per Amount
0.34 424.50 Hour Rs. 144.33
0.34 239.10 Hour Rs. 81.29
0.34 117.00 Hour Rs. 39.78
0.00 add area allowance at 0% on Rs. 39.78 Rs. 0.00Rate for 3000 Nos Rs. 265.40Rate for 1000 Nos Rs. 88.47
0.14 88.47 Rs. 12.39
Total rate for 1000 Nos Rs. 109.00
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
5 Lead up to 5 Km:Out put = 3000 Nos Rate Per Amount
0.40 424.50 Hour Rs. 169.80
0.40 239.10 Hour Rs. 95.64
0.40 117.00 Hour Rs. 46.80
0.00 add area allowance at 0% on Rs. 46.80 Rs. 0.00Rate for 3000 Nos Rs. 312.24Rate for 1000 Nos Rs. 104.08
0.14 104.08 Rs. 14.57
Total rate for 1000 Nos Rs. 128.30
6 Lead for every Km beyond 5 Kms up to 30 Kms:Out put = 3000 Nos Rate Per Amount
0.06 424.50 Hour Rs. 25.47
0.06 239.10 Hour Rs. 14.35
0.06 117.00 Hour Rs. 7.02
0.00 add area allowance at 0% on Rs. 7.02 Rs. 0.00Rate for 3000 Nos Rs. 46.84Rate for 1000 Nos Rs. 15.61
0.14 15.61 Rs. 2.19
Total rate for 1000 Nos Rs. 19.20
7 Lead for every Km beyond 30 Kms:Out put = 3000 Nos Rate Per Amount
0.05 424.50 Hour Rs. 21.23
0.05 239.10 Hour Rs. 11.96
0.05 117.00 Hour Rs. 5.85
0.00 add area allowance at 0% on Rs. 5.85 Rs. 0.00Rate for 3000 Nos Rs. 39.04Rate for 1000 Nos Rs. 13.01
0.14 13.01 Rs. 1.82
Total rate for 1000 Nos Rs. 16.00
A) For Earth, Sand, Morrum, Manure, Fly Ash (per Cum):
(i) Loading charges:Out put = 5.50 Cum Rate Per Amount
a) Labour:0.01 day Head mazdoor 345.00 day Rs. 3.450.25 day Mazdoor 295.00 day Rs. 73.75
Rs. 77.200.00 add area allowance at 0% on Rs. 77.20 Rs. 0.00
Total labour charges Rs. 77.20Rate for 5.50 Cum Rs. 77.20
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
LOADING & UNLOADING CHARGES BY MANUAL MEANS (EXCLUDING IDLE HIRE CHARGES OF TRUCKS)
Rate for 1.00 Cum Rs. 14.040.14 14.04 Rs. 1.97
Total rate for 1.00 Cum Rs. 15.20
(ii) Unloading charges:Out put = 5.50 Cum Rate Per Amount
a) Labour:0.005 day Head mazdoor 345.00 day Rs. 1.730.125 day Mazdoor 295.00 day Rs. 36.88
Rs. 38.610.00 add area allowance at 0% on Rs. 38.61 Rs. 0.00
Total labour charges Rs. 38.61Rate for 5.50 Cum Rs. 38.61Rate for 1.00 Cum Rs. 7.02
0.14 7.02 Rs. 0.98
Total rate for 1.00 Cum Rs. 7.60
B)
(i) Loading charges:Out put = 5.50 Cum Rate Per Amount
a) Labour:0.02 day Head mazdoor 345.00 day Rs. 6.900.50 day Mazdoor 295.00 day Rs. 147.50
Rs. 154.400.00 add area allowance at 0% on Rs. 154.40 Rs. 0.00
Total labour charges Rs. 154.40Rate for 5.50 Cum Rs. 154.40Rate for 1.00 Cum Rs. 28.07
0.14 28.07 Rs. 3.93
Total rate for 1.00 Cum Rs. 32.00
(ii) Unloading charges:Out put = 5.50 Cum Rate Per Amount
a) Labour:0.01 day Head mazdoor 345.00 day Rs. 3.450.25 day Mazdoor 295.00 day Rs. 73.75
Rs. 77.200.00 add area allowance at 0% on Rs. 77.20 Rs. 0.00
Total labour charges Rs. 77.20Rate for 5.50 Cum Rs. 77.20Rate for 1.00 Cum Rs. 14.04
0.14 14.04 Rs. 1.97
Total rate for 1.00 Cum Rs. 16.01
C) For Cement (per Tonne):
(i) Loading charges:Out put = 10.00 MT Rate Per Amount
a) Labour:0.06 day Head mazdoor 345.00 day Rs. 20.701.50 day Mazdoor 295.00 day Rs. 442.50
Rs. 463.200.00 add area allowance at 0% on Rs. 463.20 Rs. 0.00
Total labour charges Rs. 463.20Rate for 10.00 MT Rs. 463.20
add overheads and contractors profit at 14% on Rs.
add overheads and contractors profit at 14% on Rs.
For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for masonry work (per Cum):
add overheads and contractors profit at 14% on Rs.
add overheads and contractors profit at 14% on Rs.
Rate for 1.00 MT Rs. 46.320.14 46.32 Rs. 6.48
Total rate for 1.00 MT Rs. 52.80
(ii) Unloading & Stacking charges:Out put = 10.00 MT Rate Per Amount
a) Labour:0.06 day Head mazdoor 345.00 day Rs. 20.701.50 day Mazdoor 295.00 day Rs. 442.50
Rs. 463.200.00 add area allowance at 0% on Rs. 463.20 Rs. 0.00
Total labour charges Rs. 463.20Rate for 10.00 MT Rs. 463.20Rate for 1.00 MT Rs. 46.32
0.14 46.32 Rs. 6.48
Total rate for 1.00 MT Rs. 52.80
D) For Structural steel, Steel bars (per Tonne):
(i) Loading charges:Out put = 10.00 MT Rate Per Amount
a) Labour:0.07 day Head mazdoor 345.00 day Rs. 24.151.80 day Mazdoor 295.00 day Rs. 531.00
Rs. 555.150.00 add area allowance at 0% on Rs. 555.15 Rs. 0.00
Total labour charges Rs. 555.15Rate for 10.00 MT Rs. 555.15Rate for 1.00 MT Rs. 55.52
0.14 55.52 Rs. 7.77
Total rate for 1.00 MT Rs. 63.29
(ii) Unloading & Stacking charges:Out put = 10.00 MT Rate Per Amount
a) Labour:0.07 day Head mazdoor 345.00 day Rs. 24.151.80 day Mazdoor 295.00 day Rs. 531.00
Rs. 555.150.00 add area allowance at 0% on Rs. 555.15 Rs. 0.00
Total labour charges Rs. 555.15Rate for 10.00 MT Rs. 555.15Rate for 1.00 MT Rs. 55.52
0.14 55.52 Rs. 7.77
Total rate for 1.00 MT Rs. 63.29
E) For Bricks of size 225 x 140 x 70mm (per 1000 Nos):
(i) Loading charges:Out put = 2000.00 Nos Rate Per Amount
a) Labour:0.01 day Head mazdoor 345.00 day Rs. 3.450.25 day Mazdoor 295.00 day Rs. 73.75
Rs. 77.200.00 add area allowance at 0% on Rs. 77.20 Rs. 0.00
Total labour charges Rs. 77.20Rate for 2000 Nos Rs. 77.20Rate for 1000 Nos Rs. 38.60
add overheads and contractors profit at 14% on Rs.
add overheads and contractors profit at 14% on Rs.
add overheads and contractors profit at 14% on Rs.
add overheads and contractors profit at 14% on Rs.
0.14 38.60 Rs. 5.40
Total rate for 1000 Nos Rs. 44.00
(ii) Unloading & Stacking charges:Out put = 2000.00 Nos Rate Per Amount
a) Labour:0.01 day Head mazdoor 345.00 day Rs. 3.450.25 day Mazdoor 295.00 day Rs. 73.75
Rs. 77.200.00 add area allowance at 0% on Rs. 77.20 Rs. 0.00
Total labour charges Rs. 77.20Rate for 2000 Nos Rs. 77.20Rate for 1000 Nos Rs. 38.60
0.14 38.60 Rs. 5.40
Total rate for 1000 Nos Rs. 44.00
A) For Earth, Sand, Morrum, Manure, Fly Ash (per Cum):
(i) Loading charges:Out put = 5.50 Cum Rate Per Amount
a) Labour:0.01 day Head mazdoor 345.00 day Rs. 3.450.25 day Mazdoor 295.00 day Rs. 73.75
Rs. 77.200.00 add area allowance at 0% on Rs. 77.20 Rs. 0.00
Total labour charges Rs. 77.20b) Machinery:
0.50 424.50 Hour Rs. 212.25
0.50 239.10 Hour Rs. 119.55
0.50 117.00 Hour Rs. 58.50
0.00 add area allowance at 0% on Rs. 58.50 Rs. 0.00Total machinery charges Rs. 390.30Total labour and machinery charges Rs. 467.50Rate for 5.50 Cum Rs. 467.50Rate for 1.00 Cum Rs. 85
0.14 85.00 Rs. 11.90
Total rate for 1.00 Cum Rs. 96.90
(ii) Unloading charges:Out put = 5.50 Cum Rate Per Amount
a) Labour:0.005 day Head mazdoor 345.00 day Rs. 1.730.125 day Mazdoor 295.00 day Rs. 36.88
Rs. 38.610.00 add area allowance at 0% on Rs. 38.61 Rs. 0.00
Total labour charges Rs. 38.61b) Machinery:
0.166 424.50 Hour Rs. 70.47
0.166 239.10 Hour Rs. 39.69
add overheads and contractors profit at 14% on Rs.
add overheads and contractors profit at 14% on Rs.
LOADING & UNLOADING CHARGES BY MANUAL MEANS (INCLUDING IDLE HIRE CHARGES OF TRUCKS)
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
0.166 117.00 Hour Rs. 19.42
0.00 add area allowance at 0% on Rs. 19.42 Rs. 0.00Total machinery charges Rs. 129.58Total labour and machinery charges Rs. 168.19Rate for 5.50 Cum Rs. 168.19Rate for 1.00 Cum Rs. 30.58
0.14 30.58 Rs. 4.28
Total rate for 1.00 Cum Rs. 34.86
B)
(i) Loading charges:Out put = 5.50 Cum Rate Per Amount
a) Labour:0.02 day Head mazdoor 345.00 day Rs. 6.900.50 day Mazdoor 295.00 day Rs. 147.50
Rs. 154.400.00 add area allowance at 0% on Rs. 154.40 Rs. 0.00
Total labour charges Rs. 154.40b) Machinery:
0.50 424.50 Hour Rs. 212.25
0.50 239.10 Hour Rs. 119.55
0.50 117.00 Hour Rs. 58.50
0.00 add area allowance at 0% on Rs. 58.50 Rs. 0.00Total machinery charges Rs. 390.30Total labour and machinery charges Rs. 544.70Rate for 5.50 Cum Rs. 544.70Rate for 1.00 Cum Rs. 99.04
0.14 99.04 Rs. 13.87
Total rate for 1.00 Cum Rs. 112.91
(ii) Unloading charges:Out put = 5.50 Cum Rate Per Amount
a) Labour:0.01 day Head mazdoor 345.00 day Rs. 3.450.25 day Mazdoor 295.00 day Rs. 73.75
Rs. 77.200.00 add area allowance at 0% on Rs. 77.20 Rs. 0.00
Total labour charges Rs. 77.20b) Machinery:
0.25 424.50 Hour Rs. 106.13
0.25 239.10 Hour Rs. 59.78
0.25 117.00 Hour Rs. 29.25
0.00 add area allowance at 0% on Rs. 29.25 Rs. 0.00Total machinery charges Rs. 195.16Total labour and machinery charges Rs. 272.36Rate for 5.50 Cum Rs. 272.36Rate for 1.00 Cum Rs. 49.52
0.14 49.52 Rs. 6.93
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for machinery work (per Cum):
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Total rate for 1.00 Cum Rs. 56.45
C) For Cement (per Tonne):
(i) Loading charges:Out put = 10.00 MT Rate Per Amount
a) Labour:0.06 day Head mazdoor 345.00 day Rs. 20.701.50 day Mazdoor 295.00 day Rs. 442.50
Rs. 463.200.00 add area allowance at 0% on Rs. 463.20 Rs. 0.00
Total labour charges Rs. 463.20b) Machinery:
1.00 424.50 Hour Rs. 424.50
1.00 239.10 Hour Rs. 239.10
1.00 117.00 Hour Rs. 117.00
0.00 add area allowance at 0% on Rs. 117.00 Rs. 0.00Total machinery charges Rs. 780.60Total labour and machinery charges Rs. 1243.80Rate for 10.00 MT Rs. 1243.80Rate for 1.00 MT Rs. 124.38
0.14 124.38 Rs. 17.41
Total rate for 1.00 MT Rs. 141.79
(ii) Unloading & Stacking charges:Out put = 10.00 MT Rate Per Amount
a) Labour:0.07 day Head mazdoor 345.00 day Rs. 24.151.80 day Mazdoor 295.00 day Rs. 531.00
Rs. 555.150.00 add area allowance at 0% on Rs. 555.15 Rs. 0.00
Total labour charges Rs. 555.15b) Machinery:
1.00 424.50 Hour Rs. 424.50
1.00 239.10 Hour Rs. 239.10
1.00 117.00 Hour Rs. 117.00
0.00 add area allowance at 0% on Rs. 117.00 Rs. 0.00Total machinery charges Rs. 780.60Total labour and machinery charges Rs. 1335.75Rate for 10.00 MT Rs. 1335.75Rate for 1.00 MT Rs. 133.58
0.14 133.58 Rs. 18.70
Total rate for 1.00 MT Rs. 152.28
D) For Structural steel, Steel bars (per Tonne):
(i) Loading charges:Out put = 10.00 MT Rate Per Amount
a) Labour:0.07 day Head mazdoor 345.00 day Rs. 24.151.80 day Mazdoor 295.00 day Rs. 531.00
Rs. 555.150.00 add area allowance at 0% on Rs. 555.15 Rs. 0.00
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Total labour charges Rs. 555.15b) Machinery:
1.00 424.50 Hour Rs. 424.50
1.00 239.10 Hour Rs. 239.10
1.00 117.00 Hour Rs. 117.00
0.00 add area allowance at 0% on Rs. 117.00 Rs. 0.00Total machinery charges Rs. 780.60Total labour and machinery charges Rs. 1335.75Rate for 10.00 MT Rs. 1335.75Rate for 1.00 MT Rs. 133.58
0.14 133.58 Rs. 18.70
Total rate for 1.00 MT Rs. 152.28
(ii) Unloading & Stacking charges:Out put = 10.00 MT Rate Per Amount
a) Labour:0.07 day Head mazdoor 345.00 day Rs. 24.151.80 day Mazdoor 295.00 day Rs. 531.00
Rs. 555.150.00 add area allowance at 0% on Rs. 555.15 Rs. 0.00
Total labour charges Rs. 555.15b) Machinery:
1.00 424.50 Hour Rs. 424.50
1.00 239.10 Hour Rs. 239.10
1.00 117.00 Hour Rs. 117.00
0.00 add area allowance at 0% on Rs. 117.00 Rs. 0.00Total machinery charges Rs. 780.60Total labour and machinery charges Rs. 1335.75Rate for 10.00 MT Rs. 1335.75Rate for 1.00 MT Rs. 133.58
0.14 133.58 Rs. 18.70
Total rate for 1.00 MT Rs. 152.28
E) For Bricks of size 225 x 140 x 70mm (per 1000 Nos):
(i) Loading charges:Out put = 2000.00 Nos Rate Per Amount
a) Labour:0.01 day Head mazdoor 345.00 day Rs. 3.450.25 day Mazdoor 295.00 day Rs. 73.75
Rs. 77.200.00 add area allowance at 0% on Rs. 77.20 Rs. 0.00
Total labour charges Rs. 77.20b) Machinery:
0.33 424.50 Hour Rs. 140.09
0.33 239.10 Hour Rs. 78.90
0.33 117.00 Hour Rs. 38.61
0.00 add area allowance at 0% on Rs. 38.61 Rs. 0.00
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
Total machinery charges Rs. 257.60Total labour and machinery charges Rs. 334.80Rate for 2000 Nos Rs. 334.80Rate for 1000 Nos Rs. 167.40
0.14 167.40 Rs. 23.44
Total rate for 1000 Nos Rs. 190.84
(ii) Unloading & Stacking charges:Out put = 2000.00 Nos Rate Per Amount
a) Labour:0.06 day Head mazdoor 345.00 day Rs. 20.701.50 day Mazdoor 295.00 day Rs. 442.50
Rs. 463.200.00 add area allowance at 0% on Rs. 463.20 Rs. 0.00
Total labour charges Rs. 463.20b) Machinery:
1.00 424.50 Hour Rs. 424.50
1.00 239.10 Hour Rs. 239.10
1.00 117.00 Hour Rs. 117.00
0.00 add area allowance at 0% on Rs. 117.00 Rs. 0.00Total machinery charges Rs. 780.60Total labour and machinery charges Rs. 1243.80Rate for 2000 Nos Rs. 1243.80Rate for 1000 Nos Rs. 621.9
0.14 621.90 Rs. 87.07
Total rate for 1000 Nos Rs. 708.97
A) For Earth, Sand, Morrum, Manure, Fly Ash (per Cum):
(i) Loading charges:Out put = 5.50 Cum Rate Per Amount
a) Machinery:0.11 519.70 Hour Rs. 57.17
0.11 322.20 Hour Rs. 35.44
0.11 153.10 Hour Rs. 16.84
0.06 422.80 Hour Rs. 25.37
0.06 280.70 Hour Rs. 16.84
0.06 140.40 Hour Rs. 8.42
0.00 add area allowance at 0% on Rs. 25.26 Rs. 0.00Total machinery charges Rs. 160.08Rate for 5.50 Cum Rs. 160.08Rate for 1.00 Cum Rs. 29.11
0.14 29.11 Rs. 4.08
Total rate for 1.00 Cum Rs. 33.19
add overheads and contractors profit at 14% on Rs.
Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
LOADING & UNLOADING CHARGES BY MECHANICAL MEANS (INCLUDING IDLE HIRE CHARGES OF TRUCKS)
Hrs. hire charges of Tipper 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Tipper 10 Tonnes capacity @ Rs.
Hrs. crew charges of Tipper 10 Tonnes capacity @ Rs.
Hrs. hire charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.
Hrs. fuel charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.
Hrs. crew charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.
add overheads and contractors profit at 14% on Rs.
(ii) Unloading charges:Out put = 5.50 Cum Rate Per Amount
a) Machinery:0.08 519.70 Hour Rs. 41.58
0.08 322.20 Hour Rs. 25.78
0.08 153.10 Hour Rs. 12.25
0.00 add area allowance at 0% on Rs. 12.25 Rs. 0.00Total machinery charges Rs. 79.61Rate for 5.50 Cum Rs. 79.61Rate for 1.00 Cum Rs. 14.47
0.14 14.47 Rs. 2.03
Total rate for 1.00 Cum Rs. 16.50
B)
(i) Loading charges:Out put = 5.50 Cum Rate Per Amount
a) Machinery:0.17 519.70 Hour Rs. 88.35
0.17 322.20 Hour Rs. 54.77
0.17 153.10 Hour Rs. 26.03
0.12 422.80 Hour Rs. 50.74
0.12 280.70 Hour Rs. 33.68
0.12 140.40 Hour Rs. 16.85
0.00 add area allowance at 0% on Rs. 42.88 Rs. 0.00Total machinery charges Rs. 270.42Rate for 5.50 Cum Rs. 270.42Rate for 1.00 Cum Rs. 49.17
0.14 49.17 Rs. 6.88
Total rate for 1.00 Cum Rs. 56.05
Hrs. hire charges of Tipper 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Tipper 10 Tonnes capacity @ Rs.
Hrs. crew charges of Tipper 10 Tonnes capacity @ Rs.
add overheads and contractors profit at 14% on Rs.
For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for machinery work (per Cum):
Hrs. hire charges of Tipper 10 Tonnes capacity @ Rs.
Hrs. fuel charges of Tipper 10 Tonnes capacity @ Rs.
Hrs. crew charges of Tipper 10 Tonnes capacity @ Rs.
Hrs. hire charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.
Hrs. fuel charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.
Hrs. crew charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.
add overheads and contractors profit at 14% on Rs.